Research/Scholarly/Creative Works

• Cappellaro C., Cubrinovski M., Bray JD., Chiaro G., Riemer MF. and Stringer ME. (2021) Liquefaction resistance of christchurch sandy soils from direct simple shear tests. Soil Dynamics and Earthquake Engineering 141 http://dx.doi.org/10.1016/j.soildyn.2020.106489. (Journal Articles)

• Mijic Z., Bray JD., Riemer MF., Cubrinovski M. and Rees SD. (2021) Test method for minimum and maximum densities of small quantities of soil. Soils and Foundations http://dx.doi.org/10.1016/j.sandf.2020.12.003. (Journal Articles)

• Beyzaei CZ., Bray JD., Cubrinovski M., Bastin S., Stringer M., Jacka M., van Ballegooy S., Riemer M. and Wentz R. (2020) Characterization of silty soil thin layering and groundwater conditions for liquefaction assessment. Canadian Geotechnical Journal 57(2): 263-276. http://dx.doi.org/10.1139/cgj-2018-0287. (Journal Articles)

• Cubrinovski M., Bradley BA., Elwood KJ., Johnston D., Orchiston C., Sullivan T. and Wotherspoon LM. (2020) Wellington’s earthquake resilience: Lessons from the 2016 Kaikōura earthquake. Earthquake Spectra 36(3): 1448-1484. http://dx.doi.org/10.1177/8755293020919426. (Journal Articles)

• Dhakal R., Cubrinovski M. and Bray JD. (2020) Geotechnical characterization and liquefaction evaluation of gravelly reclamations and hydraulic fills (Port of Wellington, New Zealand). Soils and Foundations 60(6): 1507-1531. http://dx.doi.org/10.1016/j.sandf.2020.10.001. (Journal Articles)

• Dhakal R., Cubrinovski M., Bray JD. and de la Torre C. (2020) Liquefaction assessment of reclaimed land at centreport, Wellington. Bulletin of the New Zealand Society for Earthquake Engineering 53(1): 1-12. http://dx.doi.org/10.5459/BNZSEE.53.1.1-12. (Journal Articles)

• Ntritsos N. and Cubrinovski M. (2020) A CPT-based effective stress analysis procedure for liquefaction assessment. Soil Dynamics and Earthquake Engineering 131 http://dx.doi.org/10.1016/j.soildyn.2020.106063. (Journal Articles)

• Beyzaei CB., Bray J., Reimer M., Cubrinovski M. and Stringer M.. (2019) Steady state testing of shallow alluvial Christchurch silty soils. In Proc. 7th lnt. Conf. on Earthquake Geotechnical Engineering, 7ICEGE. (Conference Contributions - Published)

• Bray JD., Cubrinovski M., Dhakal R. and De La Torre C.. (2019) Seismic Performance of CentrePort Wellington. In Meehan C; Kumar S; Pando M; Coe J (Eds). Geotechnical Special Publication(308): 76-89. http://dx.doi.org/10.1061/9780784482100.009. (Conference Contributions - Published)

• Cappellaro C., Cubrinovski M., Chiaro G., Stringer M., Bray J. and Riemer M.. (2019) Effects of fines content, fabric and structure on the cyclic direct simple shear behaviour of silty sands. In Silvestri F; Moraci N (Eds). Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions: 1588-1595. London: CRC Press. http://dx.doi.org/10.1201/9780429031274. (Conference Contributions - Published)

• Cappellaro C., Cubrinovski M., Chiaro G., Stringer M., Bray J. and Riemer M.. (2019) Liquefaction resistance of Christchurch sandy soil deposits obtained from cyclic direct simple shear tests and CPT-based methods. In Acosta-Martínez H; Lehane B (Eds). ANZ Geomechanics 2019 Proceedings: 1073-1079. Sydney: Australian Geomechanics Society. (Conference Contributions - Published)

• Cubrinovski M., Ntritsos N. and Rhodes A.. (2019) Key aspects in the engineering assessment of soil liquefaction. In Proc. 7th Int. Conf. on Earthquake Geotechnical Engineering. (Conference Contributions - Published)

• Cubrinovski M., Rhodes A., Ntritsos N. and Van Ballegooy S. (2019) System response of liquefiable deposits. Soil Dynamics and Earthquake Engineering 124: 212-229. http://dx.doi.org/10.1016/j.soildyn.2018.05.013. (Journal Articles)

• Cubrinovski M.. (2019) Some important considerations in the engineering assessment of soil liquefaction. In Proc. 2019 ANZ Conference. (Conference Contributions - Published)

• Dhakal R., Cubrinovski M., Bray J. and de la Torre C.. (2019) Site characterization for liquefaction assessment of gravelly reclamations at CentrePort, Wellington.. In Proc. 7th lnt. Conf. on Earthquake Geotechnical Engineering, 7ICEGE. (Conference Contributions - Published)

• Dhakal R., Cubrinovski M., de la Torre C. and Bray J.. (2019) Liquefaction Assessment of Reclaimed Gravelly Soils at CentrePort. In Proc. 2019 Pacific Conference on Earthquake Engineering. (Conference Contributions - Published)

• Dhakal R., Cubrinovski M., de la Torre C. and Bray J.. (2019) Site Characterisation and Liquefaction Assessment for the Reclaimed Soils in CentrePort, Wellington. In Proc. 2019 ANZ Conference. (Conference Contributions - Published)

• Ntritsos N. and Cubrinovski M.. (2019) Response mechanisms of liquefiable deposits and their influence on surface liquefaction manifestation. In Proc. ICONHIC2019, Int. Conf. on Natural Hazards and Infrastructure. (Conference Contributions - Published)

• Ntritsos N., Cubrinovski M. and Bradley B.. (2019) Effective stress analysis of Christchurch strong motion station sites. In Proc. 7th lnt. Conf. on Earthquake Geotechnical Engineering, 7ICEGE. (Conference Contributions - Published)

• Rhodes A., Keepa C., Cubrinovski M. and Krall T.. (2019) Liquefaction evaluation of gravelly reclamation fill at CentrePort, Wellington. In Proc. 7th lnt. Conf. on Earthquake Geotechnical Engineering, 7ICEGE. (Conference Contributions - Published)

• Shinde S., Bozzoni C., Lai C. and Cubrinovski M.. (2019) Liquefaction demand parameters best correlated to damage on buried pipeline networks: the case study of Christchurch. In Proc. 7th lnt. Conf. on Earthquake Geotechnical Engineering, 7ICEGE. (Conference Contributions - Published)

• Yokawa H., Yashima A., Murata Y., Kariya K., Yoshihara T. and Cubrinovski M.. (2019) Case studies on ground investigation for liquefaction mitigation in Kamisu, Japan and Christchurch, New Zealand. In Proceedings of the International Offshore and Polar Engineering Conference 2: 2338-2345. (Conference Contributions - Published)

• Yost KM., Cox BR., Wotherspoon L., Boulanger RW., Van Ballegooy S. and Cubrinovski M.. (2019) In Situ Investigation of False-Positive Liquefaction Sites in Christchurch, New Zealand: Palinurus Road Case History. In Meehan C; Kumar S; Pando M; Coe J (Eds). Geotechnical Special Publication(308): 436-451. http://dx.doi.org/10.1061/9780784482100.044. (Conference Contributions - Published)

• Yusa M., Bowman ET. and Cubrinovski M. (2019) Analysis of the fabric of undisturbed and pluviated silty sand under load over time. European Journal of Environmental and Civil Engineering http://dx.doi.org/10.1080/19648189.2018.1541825. (Journal Articles)

• Bagriacik A., Davidson R., Hughes MW., Bradley B. and Cubrinovski M. (2018) Comparison of statistical and machine learning approaches to modeling earthquake damage to water pipelines. Soil Dynamics and Earthquake Engineering 112: 76-88. http://dx.doi.org/10.1016/j.soildyn.2018.05.010. (Journal Articles)

• Beyzaei CZ., Bray JD., Cubrinovski M., Riemer M. and Stringer M. (2018) Laboratory-based characterization of shallow silty soils in southwest Christchurch. Soil Dynamics and Earthquake Engineering 110: 93-109. http://dx.doi.org/10.1016/j.soildyn.2018.01.046. (Journal Articles)

• Beyzaei CZ., Bray JD., van Ballegooy S., Cubrinovski M. and Bastin S. (2018) Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence. Soil Dynamics and Earthquake Engineering 107: 303-321. http://dx.doi.org/10.1016/j.soildyn.2018.01.035. (Journal Articles)

• Bray JD., Cubrinovski M., de la Torre C., Stocks E. and Krall T.. (2018) CPT-based liquefaction assessment of CentrePort Wellington after the 2016 Kaikoura earthquake. In Cone Penetration Testing 2018: 165-171. CRC Press. (Conference Contributions - Published)

• Bray JD., Cubrinovski M., De La Torre C., Stocks E. and Krall T.. (2018) Liquefaction effects at centreport wellington due to the 2016 kaikoura earthquake. In 11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy 11: 6800-6809. (Conference Contributions - Published)

• Cappellaro C., Cubrinovski M., Bray J., Chiaro G., Riemer M. and Stringer ME.. (2018) Comparisons in the Cyclic Direct Simple Shear Response of Two Sands from Christchurch, New Zealand. In Brandenberg S; Manzari M (Eds). Geotechnical Special Publication 293: 150-159. ASCE. http://dx.doi.org/10.1061/9780784481486.016. (Conference Contributions - Published)

• Cubrinovski M., Bray JD. and De La Torre C.. (2018) Liquefaction of Reclaimed Land at Wellington Port in the 2016 Kaikoura Earthquake. In Geotechnical Special Publication 290: 357-373. http://dx.doi.org/10.1061/9780784481455.035. (Conference Contributions - Published)

• Cubrinovski M., Bray JD., de la Torre C., Olsen M., Bradley B., Chiaro G., Stocks E., Wotherspoon L. and Krall T. (2018) Liquefaction-induced damage and CPT characterization of the reclamations at Centreport, Wellington. Bulletin of the Seismological Society of America 108(3B): 1695-1708. http://dx.doi.org/10.1785/0120170246. (Journal Articles)

• Cubrinovski M.. (2018) Key observations and findings on impacts of liquefaction in the 2010-2011 Christchurch earthquakes. In Proc. 17th Conf. Turkish Geotechnical Society. (Conference Contributions - Published)

• Cubrinovski M.. (2018) Liquefaction hazards from “inherited vulnerabilities. In Proc. 16th Danube-European Conference. (Conference Contributions - Published)

• Davidson R., Bagriacik A., Hughes M., Bradley B. and Cubrinovski M.. (2018) Modelling earthquake damage to water pipelines: A comparison of empirical methods. In. (Conference Contributions - Published)

• Markham CS., Bray JD., Cubrinovski M. and Riemer MF. (2018) Liquefaction resistance and steady-state characterization of shallow soils within the christchurch central business district. Journal of Geotechnical and Geoenvironmental Engineering 144(6) http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001823. (Journal Articles)

• Millen MDL., Pampanin S. and Cubrinovski M. (2018) Displacement-based design of soil-foundation-structure systems. University of Oxford : 1-39. http://dx.doi.org/10.1680/jgeen.17.00196. (Journal Articles)

• Ntritsos N. and Cubrinovski M.. (2018) A probabilistic framework for assessing liquefaction damage in urban areas: application to Christchurch (NZ). In Proc. 16th European Conf. on Earthquake Engineering. (Conference Contributions - Published)

• Ntritsos N., Cubrinovski M. and Rhodes A.. (2018) Evaluation of Liquefaction Case Histories from the 2010-2011 Canterbury Earthquakes Using Advanced Effective Stress Analysis. In Geotechnical Special Publication 292: 152-164. http://dx.doi.org/10.1061/9780784481479.016. (Conference Contributions - Published)

• Toprak S., Nacaroglu E., Koc AC., O’Rourke TD., Hamada M., Cubrinovski M. and Van Ballegooy S. (2018) Comparison of horizontal ground displacements in Avonside area, Christchurch from air photo, LiDAR and satellite measurements regarding pipeline damage assessment. Bulletin of Earthquake Engineering 16(10): 4497-4514. http://dx.doi.org/10.1007/s10518-018-0317-9. (Journal Articles)

• Bastin S., Bradley B., Bray J., Cappellaro C., Chiaro G., Cubrinovski M., de la Torre C., Green R., McGann C. and Olsen M. (2017) GEOTECHNICAL RECONNAISSANCE OF THE 2016 Mw7.8 KAIKOURA, NEW ZEALAND EARTHQUAKE. In GEOTECHNICAL RECONNAISSANCE OF THE 2016 Mw7.8 KAIKOURA, NEW ZEALAND EARTHQUAKE, University of Canterbury. 1-251. (Reports)

• Bastin S., Bradley BA., Bray JD., Cappallaro C., Cubrinovski M., de la Torre C., Green RA., McGann CR., Olsen M. and Palermo A. (2017) Geotechnical Reconnaissance of the 2016 Mw7.8 Kaikoura, New Zealand Earthquake. In QuakCoRE-GEER Combined Reconnaissance Report, Geotechnical Extreme Events Reconnaissance (GEER) Association. 247 pages. http://dx.doi.org/10.18118/G6NK57. (Reports)

• Bastin S., Cubrinovski M., van Ballegooy S. and Russell J.. (2017) Geologic and geomorphic influences on the spatial extent of lateral spreading in Christchurch, New Zealand. In Boulanger R; Wijewickreme D (Eds). Proc. 3rd Int. Conf. on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III). (Conference Contributions - Published)

• Beyzaei C., Bray J., van Ballegooy S., Cubrinovski M. and Bastin S.. (2017) Swamp Depositional Environment Effects on Liquefaction Performance in Christchurch, New Zealand. In Boulanger R; Wijiwickreme D (Eds). Proc. 3rd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering (PBD-III). (Conference Contributions - Published)

• Bradley B., Bray J., Chiaro G., Cubrinovski M., de la Torre C., Olsen M. and Wotherspoon L. (2017) LIQUEFACTION EFFECTS AND ASSOCIATED DAMAGE AT THE PORT OF WELLINGTON. In LIQUEFACTION EFFECTS AND ASSOCIATED DAMAGE AT THE PORT OF WELLINGTON, University of Canterbury. Commissioned by CentrePort Wellington. 1-84. (Reports)

• Bradley BA., Comerio M., Cubrinovski M., Dellow S., Dizhur D., Elwood K., Giaretton M., Horspool N., Hughes MW. and Ingham J. (2017) QuakeCoRE, GEER, and EERI Preliminary Earthquake Reconnaissance Report: M7.8 Kaikōura, New Zealand Earthquake on November 14, 2016.24. (Reports)

• Bradley BA., Green RA., Upadhyaya S., Wood CM., Maurer BW., Cox BR., Wotherspoon LM. and Cubrinovski M. (2017) Relative efficacy of CPT- versus Vs-based simplified liquefaction evaluation procedures. Seoul, Korea: 19th International Conference on Soil Mechanics and Geotechnical Engineering, 17 Sep 2017. (Conference Contributions - Other)

• Bray J., Boulanger R., Cubrinovski M., Tokimatsu K., Kramer S., O'Rourke T., Rathje E., Green R., Robertson P. and Beyzaei C. (2017) Liquefaction-Induced Ground Movements Effects.PEER. Commissioned by Pacific Earthquake Engineering Research Center; Earthquake Commission (EQC). 278. (Reports)

• Bray JD., Markham CS. and Cubrinovski M. (2017) Liquefaction assessments at shallow foundation building sites in the Central Business District of Christchurch, New Zealand. Soil Dynamics and Earthquake Engineering 92: 153-164. http://dx.doi.org/10.1016/j.soildyn.2016.09.049. (Journal Articles)

• Bwambale B., Andrus RD. and Cubrinovski M.. (2017) Influence of age on liquefaction resistance of Hollocene alluvial and marine soils in Christchurch and Kaiapoi, New Zealand. In Boulanger R; Wijewickreme D (Eds). Proc. 3rd Int. Conf. on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III. (Conference Contributions - Published)

• Cappellaro C., Cubrinovski M., Chiaro G., Bray J., Stringer M. and Riemer M.. (2017) Untrained cyclic direct simple shear testing of Christchurch sandy soils. In : 8. (Conference Contributions - Published)

• Cox B., McLaughlin K., van Ballegooy S., Cubrinovski M., Boulanger R. and Wotherspoon L.. (2017) In-situ investigation of false-positive liquefaction sites in Christchurch, New Zealand: St. Teresa’s School case history. In Boulanger R; Wijewickreme D (Eds). Proc. 3rd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering (PBD-III),. (Conference Contributions - Published)

• Cubrinovski M., Bray J., de la Torre C., Olsen M., Bradley B., Chiaro G., Stock E. and Wotherspoon L. (2017) Liquefaction effects and associated damages observed at the Wellington centreport from the 2016 Kaikoura earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 50(2): 152-173. (Journal Articles)

• Cubrinovski M., Rhodes A., van Ballegooy S. and Ntritsos N.. (2017) System response of liquefiable deposits. In Boulanger R; Wijewickreme D (Eds). Proc. 3rd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering (PBD-III),. (Conference Contributions - Published)

• Green RA., Upadhyaya S., Wood CM., Maurer BW., Cox BR., Wotherspoon L., Bradley BA. and Cubrinovski M.. (2017) Relative efficacy of CPT-versus Vs-based simplified liquefaction evaluation procedures. In ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering 2017-September: 1521-1524. (Conference Contributions - Published)

• McGann CR., Bradley BA. and Cubrinovski M. (2017) Development of a regional V-s30 model and typical Vs profiles for Christchurch, New Zealand from CPT data and region-specific CPT-V-s correlation. Soil Dynamics and Earthquake Engineering 95: 48-60. http://dx.doi.org/10.1016/j.soildyn.2017.01.032. (Journal Articles)

• McGann CR., Bradley BA. and Cubrinovski M. (2017) Investigation of shear wave velocity depth variability, site classification, and liquefaction vulnerability identification using near-surface Vs model of Christchurch, New Zealand. Soil Dynamics and Earthquake Engineering 92: 692-705. http://dx.doi.org/10.1016/j.soildyn.2016.10.025. (Journal Articles)

• Millen MDL., Cubrinovski M., Pampanin S. and Carr AJ. (2017) A macro-element for the modelling of shallow foundation deformations under seismic load. Soil Dynamics and Earthquake Engineering 106: 101-112. http://dx.doi.org/10.1016/j.soildyn.2017.12.001. (Journal Articles)

• Russell J., van Ballegooy S., Ogden S., Bastin S. and Cubrinovski M.. (2017) Influence of geometric, geologic, geomorphic and subsurface ground conditions on the accuracy of empirical models for prediction of lateral spreading. In Boulanger R; Wijewickreme D (Eds). Proc. 3rd Int. Conf. on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III),. (Conference Contributions - Published)

• Stringer ME., Bastin S., McGann C., Cappellaro C., El Kortbawi M., McMahon R., Wotherspoon L., Green R., Aricheta J. and Davis R. (2017) Geotechnical aspects of the 2016 Kaikōura earthquake on the South Island of New Zealand. Bulletin of the New Zealand Society for Earthquake Engineering 50(2): 117-141. (Journal Articles)

• Wood CM., Cox BR., Green RA., Wotherspoon LM., Bradley BA. and Cubrinovski M. (2017) Vs-based evaluation of select liquefaction case histories from the 2010-2011 canterbury earthquake sequence. Journal of Geotechnical and Geoenvironmental Engineering 143(9) http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001754. (Journal Articles)

• Wood CM., McGann CR., Cox BR., Green RA., Wotherspoon LM., Bradley BA. and Cubrinovski M.. (2017) A comparison of CPT-Vs correlations using liquefaction case history database from the 2010-2011 Canterbury Earthquake Sequence. In. (Conference Contributions - Published)

• Yusa M., Bowman ET. and Cubrinovski M.. (2017) Observation of microstructure of silty sand obtained from gelpush sampler and reconstituted sample. In EPJ Web of Conferences 140 http://dx.doi.org/10.1051/epjconf/201714012017. (Conference Contributions - Published)

• Bray JD., Beyzaei CZ., Cubrinovski M., Riemer M., Markham C., Stringer ME., Jacka M., Wentz FJ. and Haycock I. (2016) Recommendations for High-Quality Field Sampling Procedures: Using the Dames and Moore (DM) Hydraulic Fixed-Piston Thin-Walled Tube Sampler. In Recommendations for High-Quality Field Sampling Procedures: Using the Dames and Moore (DM) Hydraulic Fixed-Piston Thin-Walled Tube Sampler, Commissioned by New Zealand Ministry of Business, Innovation and Employment (MBIE). (Reports)

• Bray JD., Markham CS. and Cubrinovski M. (2016) Reprint of Liquefaction assessments at shallow foundation building sites in the Central Business District of Christchurch, New Zealand. Soil Dynamics and Earthquake Engineering http://dx.doi.org/10.1016/j.soildyn.2016.11.010. (Journal Articles)

• Carter WL., Green RA., Bradley BA., Wotherspoon LM. and Cubrinovski M. (2016) Spatial variation of magnitude scaling factors during the 2010 Darfield and 2011 Christchurch, New Zealand, earthquakes. Soil Dynamics and Earthquake Engineering 91: 175-186. http://dx.doi.org/10.1016/j.soildyn.2016.09.044. (Journal Articles)

• Cubrinovski M (Ed.) (2016) Special Issue "6ICEGE Invited Papers". Soil Dynamics and Earthquake Engineering 91Elsevier. 328. (Edited Volumes)

• Cubrinovski M. (2016) Earthquake Geotechnical Engineering Module 3 – Liquefaction Hazards. In Earthquake Geotechnical Engineering Module 3 – Liquefaction Hazards, MBIE - NZGS. Commissioned by MBIE - NZGS. 35. (Reports)

• Cubrinovski M. and Boulanger RW. (2016) Introduction of Takaji Kokusho fifth Ishihara Lecturer, 2015, Christchurch, New Zealand. Soil Dynamics and Earthquake Engineering 91: 2. http://dx.doi.org/10.1016/j.soildyn.2016.11.008. (Journal Articles)

• Cubrinovski M. and McManus K. (2016) Earthquake Geotechnical Engineering Module 1 – Overview of the guidelines. In Earthquake Geotechnical Engineering Module 1 – Overview of the guidelines, MBIE-NZGS Guidelines for Earthquake Geotechnical Engineering Practice, MBIE-NZGS. Commissioned by MBIE-NZGS. 29. (Reports)

• Cubrinovski M. and Robinson K. (2016) Lateral spreading: Evidence and interpretation from the 2010–2011 Christchurch earthquakes. Soil Dynamics and Earthquake Engineering 91: 187-201. http://dx.doi.org/10.1016/j.soildyn.2016.09.045. (Journal Articles)

• da Fonseca V. and Cubrinovski M.. (2016) Session report: Liquefaction Assessment. In Acosta-Martínez & Kelly (Eds)© 2016 Australian Geomechanics Society, Sydney, Australia, ISBN 978-0-9946261-1-0, 217-232 1: 217-232. 2016 Australian Geomechanics Society, Sydney, Australia. (Conference Contributions - Published)

• Fairclough A., Ashfield D., Wentz R., Traylen N., Anderson C., Cubrinovski M. and McManus K. (2016) Earthquake Geotechnical Engineering Module 2 – Geotechnical Investigations for Erthquake Engineering.. (Reports)

• Markham CS., Bray JD., Riemer MF. and Cubrinovski M. (2016) Characterization of shallow soils in the central business district of Christchurch, New Zealand. Geotechnical Testing Journal 39(6): 922-937. http://dx.doi.org/10.1520/GTJ20150244. (Journal Articles)

• McManus K., Cubrinovski M., Price C., Traylen N. and Wentz R. (2016) Earthquake Geotechnical Engineering Module 4 –Earthquake Resistant Foundation Design.MBIE. Commissioned by MBIE. 64. (Reports)

• Millen MDL. (2016) Integrated Performance-based Design of Building-foundation Systems. PhD Thesis. (Theses / Dissertations)

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ.. (2016) A performance assessment procedure for existing buildings considering foundation deformations. In 2016 NZSEE Conference: 1-8. (Conference Contributions - Published)

• Morgenroth J., Hughes MW. and Cubrinovski M. (2016) Object-based image analysis for mapping earthquake-induced liquefaction ejecta in Christchurch, New Zealand. Natural Hazards 82(2): 763-775. http://dx.doi.org/10.1007/s11069-016-2217-0. (Journal Articles)

• Stringer ME., Cubrinovski M. and Haycock I.. (2016) Experience with gel-push sampling in New Zealand. In Lehane B; Kelly R; McConnell A (Eds). http://www.isc5.com.au/presentations/: 577-582. (Conference Contributions - Published)

• Stringer ME., Cubrinovski M., Bray JD., Haycock I., Beyzaei CZ., Jacka M. and Wentz FJ. (2016) Recommendations for High Quality Field Sampling using the Gel-Push Type S Sampler. In Recommendations for High Quality Field Sampling using the Gel-Push Type S Sampler, Commissioned by New Zealand Business, Innovation and Employment (MBIE). (Reports)

• Townsend D., Lee JM., Strong DT., Jongens R., Smith Lyttle B., Ashraf S., Rosser B., Perrin N., Lyttle K. and Cubrinovski M. (2016) Mapping surface liquefaction caused by the September 2010 and February 2011 Canterbury earthquakes: a digital dataset. New Zealand Journal of Geology and Geophysics 59(4): 496-513. http://dx.doi.org/10.1080/00288306.2016.1182929. (Journal Articles)

• Beyzaei CZ., Bray JD., Cubrinovski M., Stringer ME., Jacka M. and Wentz FJ.. (2015) Liquefaction Resistance of Silty Soils at the Riccarton Road Site, Christchurch, New Zealand. In. (Conference Contributions - Published)

• Bouziou D., O'Rourke TD., Cubrinovski M. and Henderson D.. (2015) Evaluation of Ground Deformations during the 2010-2011 Canterbury Earthquake Sequence. In. (Conference Contributions - Published)

• Bray JD., Markham C. and Cubrinovski M.. (2015) Liquefaction Assessments in the Central Business District of Christchurch, New Zealand. In. (Conference Contributions - Published)

• Cubrinovski M. (2015) Summary Report: Impacts of Liquefaction and Lateral Spreading on Land and Infrastructure of Christchurch in the 2010-2011 Canterbury Earthquakes.Commissioned by NHRP (Natural Hazards Research Platform). (Reports)

• Cubrinovski M. and Bradley B. (2015) Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering (6ICEGE). Christchurch: NZGS. 2600pp. (Edited Volumes)

• Cubrinovski M. and Robinson K.. (2015) Lateral spreading: evidence and interpretation from the 2010-2011 Christchurch earthquakes. In Cubrinovski M; Bradley B (Eds). 6ICEGE Proceedings. (Conference Contributions - Published)

• Cubrinovski M., Boulanger R., Bray J. and O'Rourke T. (2015) Joint Report of the Expert Panel: Peer Review of Increased Liquefaction Vulnerability Assessment Methodology.Commissioned by EQC. 41pp. (Reports)

• Cubrinovski M., Hughes M., Bradley B., Noonan J., McNeill S., English G. and Garcia Sampedro I. (2015) Horizontal Infrastructure Performance and Application of the Liquefaction Resistance Index Methodology in Christchurch City through the 2010-2011 Canterbury Earthquake Sequence.Commissioned by NHRP (Natural Hazards Research Platform). 58pp-58pp. (Reports)

• Green RA., Maurer BW., Cubrinovski M. and Bradley BA.. (2015) Assessment of the Relative Predictive Capabilities of CPT-Based Liquefaction Evaluation Procedures: Lessons Learned from the 2010-2011 Canterbury Earthquake Sequence. In. (Conference Contributions - Published)

• Maurer BW., Green RA., Cubrinovski M. and Bradley BA. (2015) Assessment of CPT-based methods for liquefaction evaluation in a liquefaction potential index framework (vol 65, pg 328, 2015). GEOTECHNIQUE 65(7): 624-624. http://dx.doi.org/10.1680/geot.2015.65.7.624. (Journal Articles)

• Maurer BW., Green RA., Cubrinovski M. and Bradley BA. (2015) Assessment of CPT-based methods for liquefaction evaluation in a liquefaction potential index framework. Geotechnique 65(5): 328-336. http://dx.doi.org/10.1680/geot.SIP.15.P.007. (Journal Articles)

• Maurer BW., Green RA., Cubrinovski M. and Bradley BA. (2015) Fines-content effects on liquefaction hazard evaluation for infrastructure in Christchurch, New Zealand. Soil Dynamics and Earthquake Engineering 76: 58-68. http://dx.doi.org/10.1016/j.soildyn.2014.10.028. (Journal Articles)

• Maurer BW., Green RA., Cubrinovski M. and Bradley BA.. (2015) Calibrating the Liquefaction Severity Number (LSN) for Varying Misprediction Economies: A Case Study in Christchurch, New Zealand. In. (Conference Contributions - Published)

• McGann CR., Bradley BA. and Cubrinovski M. (2015) A high-resolution shear wave velocity model for near-surface soils in Christchurch. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015. (Conference Contributions - Other)

• McGann CR., Bradley BA. and Cubrinovski M. (2015) Ongoing development of a near-surface shear wave velocity model using Christchurch-specific empirical correlation between shear wave velocity and cone penetration test data. Wellington, New Zealand: 12th Australia New Zealand Conference on Geomechanics, 22-25 Feb 2015. (Conference Contributions - Other)

• McGann CR., Bradley BA. and Cubrinovski M.. (2015) A high-resolution shear wave velocity model for near surface soils in Christchurch using CPT data. In Paper No. O-06. (Conference Contributions - Published)

• McGann CR., Bradley BA. and Cubrinovski M.. (2015) Spatial variability in surficial Christchurch soils via 5 m shear wave velocity Vs5. In. (Conference Contributions - Published)

• McGann CR., Bradley BA., Taylor ML., Wotherspoon LM. and Cubrinovski M. (2015) Applicability of existing shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand. Soil Dynamics and Earthquake Engineering 75: 76-86. http://dx.doi.org/10.1016/j.soildyn.2015.03.021. (Journal Articles)

• McGann CR., Bradley BA., Taylor ML., Wotherspoon LM. and Cubrinovski M. (2015) Development of an empirical correlation for predicting shear wave velocity of Christchurch soils from cone penetration test data. Soil Dynamics and Earthquake Engineering 75: 66-75. http://dx.doi.org/10.1016/j.soildyn.2015.03.023. (Journal Articles)

• Millen MDL., Cubrinovski M., Pampanin S. and Carr AJ.. (2015) Consideration of Soil-Foundation Induced Deformations in Building Design. In 7th International Conference on Earthquake Geotechnical Engineering: 1-9. (Conference Contributions - Published)

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ. (2015) Displacement Modification Factors for Seismic Design considering Foundation Deformations. . (Conference Contributions - Other)

• Moghaddasi M., MacRae GA., Chase JG., Cubrinovski M. and Pampanin S. (2015) Seismic Design of Yielding Structures on Flexible Foundations. Earthquake Engineering and Structural Dynamics 44(11): 1805-1821. http://dx.doi.org/10.1002/eqe.2556. (Journal Articles)

• Stewart J., Kramer S., Kwak D., Greenfield M., Kayen R., Tokimatsu K., Bray J., Beyzaei C., Cubrinovski M. and Sekiguchi T.. (2015) PEER-NGL Project: Open Source Global Database and Model Development for the Next-Generation of Liquefaction Assessment Procedures. In Cubrinovski M; Bradley B (Eds). 6ICEGE Proceedings. (Conference Contributions - Published)

• Stewart J., Kramer S., Kwak DY., Greenfield M., Kayen R., Tokimatsu K., Bray J., Beyzaei C., Cubrinovski M. and Sekiguchi T. (2015) PEER-NGL Project: Open Source Global Database and Model Development for the Next-Generation of Liquefaction Assessment Procedures. . (Journal Articles)

• Stringer M., Beyzaei C., Cubrinovski M., Bray J., Riemer M., Jacka M. and Wentz FJ.. (2015) Liquefaction Characteristics of Christchurch Silty Soils: Gainsborough Reserve. In : 8. (Conference Contributions - Published)

• Stringer ME. and Cubrinovski M. (2015) Geotechnical Data Report: Northern Arterial - Cyclic testing. In Geotechnical Data Report: Northern Arterial - Cyclic testing, Commissioned by Opus International Consultants Ltd. 70. (Reports)

• Stringer ME., Taylor ML. and Cubrinovski M. (2015) Advanced Soil Sampling of Silty Sands in Christchurch.Commissioned by NHRP (Natural Hazards Research Platform). 62pp. (Reports)

• Taylor M., Cubrinovski M. and Bradley BA. (2015) Liquefaction triggering of Christchurch sandy soils during earthquakes. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015. (Conference Contributions - Other)

• Taylor M., Cubrinovski M. and Bradley BA.. (2015) Liquefaction resistance of Christchurch CBD soils. In 6ICEGE Proceedings: 9pp. (Conference Contributions - Published)

• Bray J., Cubrinovski M., Zupan J. and Taylor M. (2014) Liquefaction Effects on Buildings in the Central Business District of Christchurch. Earthquake Spectra 30(1): 85-109. http://dx.doi.org/10.1193/022113EQS043M. (Journal Articles)

• Bray J., Cubrinovski M., Zupan J. and Taylor M.. (2014) Liquefaction effects in the Central Business District of Christchurch. In Soil Liquefaction during Recent Large-Scale Earthquakes - Selected Papers from the New Zealand: Japan Workshop on Soil Liquefaction during Recent Large-Scale Earthquakes: 109-118. http://dx.doi.org/10.1201/b16744-14. (Conference Contributions - Published)

• Bray JD., Zupan JD., Cubrinovski M. and Taylor M.. (2014) CPT-based liquefaction assessments in Christchurch, New Zealand. In : 1-21. (Conference Contributions - Published)

• Cubrinovski M., Haskell J., Winkley A., Robinson K. and Wotherspoon L. (2014) Performance of bridges in liquefied deposits during the 2010-2011 Christchurch (New Zealand) earthquakes. ASCE Journal of Performance of Constructed Facilities 28(1): 24-39. http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000402. (Journal Articles)

• Cubrinovski M., Hughes M. and O'Rourke TD. (2014) Impacts of liquefaction on the potable water system of Christchurch in the 2010-2011 Canterbury (NZ) earthquakes. Journal of Water Supply: Research and Technology - AQUA 63(2): 95-105. http://dx.doi.org/10.2166/aqua.2013.004. (Journal Articles)

• Cubrinovski M., Hughes M., Bradley BA., Noonan J., Hopkins R., McNeill S. and English G. (2014) Performance of horizontal infrastructure in Christchurch city through the 2010-2011 Canterbury earthquake sequence.University of Canterbury Research Report 2014-02. 139pp. (Reports)

• Cubrinovski M., Taylor M., Henderson D., Winkley A., Haskell J., Bradley BA., Hughes M., Wotherspoon L., Bray J. and O'Rourke T. (2014) Key factors in the liquefaction-induced damage to buildings and infrastructure in Christchurch: Preliminary findings. Auckland, New Zealand: 2014 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 21-23 Mar 2014. (Conference Contributions - Other)

• Cubrinovski M., Winkley A., Haskell J., Palermo A., Wotherspoon L., Robinson K., Bradley B., Brabhaharan P. and Hughes M. (2014) Spreading-induced damage to short-span bridges in Christchurch, New Zealand. Earthquake Spectra 30(1): 57-83. http://dx.doi.org/10.1193/030513EQS063M. (Journal Articles)

• Cubrinovski M., Winkley A., Haskell J., Robinson K. and Wotherspoon L.. (2014) Effects of lateral spreading on bridges in the 2010-2011 Christchurch earthquakes. In Soil Liquefaction during Recent Large-Scale Earthquakes - Selected Papers from the New Zealand: Japan Workshop on Soil Liquefaction during Recent Large-Scale Earthquakes: 119-129. http://dx.doi.org/10.1201/b16744-15. (Conference Contributions - Published)

• Das S., Bradley BA. and Cubrinovski M. (2014) A three dimensional plasticity model for sands based on state concept. Applied Mechanics and Materials 533: 482-488. http://dx.doi.org/10.4028/www.scientific.net/AMM.553.482. (Journal Articles)

• Elwood K., Camerio M., Cubrinovski M., Johnston D., Pampanin S. and O'Rourke T. (2014) Earthquake Spectra, 30(1). Special Issue: Canterbury Earthquake Sequence. Oakland: EERI. 605pp. (Edited Volumes)

• Elwood KJ., Comerio M., Cubrinovski M., Davis CA., Johnston D., O'Rourke TD. and Pampanin S. (2014) Earthquake Spectra: Preface. Earthquake Spectra 30(1): vii-ix. http://dx.doi.org/10.1193/8755-2930-30.1.fmi. (Journal Articles)

• Elwood KJ., Comerio M., Cubrinovski M., Davis CA., Johnston D., O'Rourke TD. and Pampanin S. (2014) Preface. Earthquake Spectra 30(1). (Journal Articles)

• Elwood KJ., Comerio M., Cubrinovski M., Davis CA., Johnston D., O'Rourke TD. and Pampanin S. (2014) Special Issue on the 2010-2011 Canterbury Earthquake Sequence PREFACE. EARTHQUAKE SPECTRA 30(1): VII-IX. (Journal Articles)

• Giorgini S., Pampanin S. and Cubrinovski M.. (2014) Towards performance-based seismic design of integrated foundation-structure systems considering soil-foundation interface nonlinearity. In. (Conference Contributions - Published)

• Green RA., Cubrinovski M., Cox B., Wood C., Wotherspoon L., Bradley BA. and Maurer B. (2014) Select liquefaction case histories from the 2010-2011 Canterbury earthquake sequence. Earthquake Spectra 30(1): 131-153. http://dx.doi.org/10.1193/030713EQS066M. (Journal Articles)

• Haskell JJM., Madabhushi SPG. and Cubrinovski M.. (2014) Effect of pile spacing on pile demand for small pile groups in laterally spreading soil. In Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014 2: 737-742. (Conference Contributions - Published)

• Maurer B., Green R., Cubrinovski M. and Bradley B. (2014) Evaluation of the Liquefaction Potential Index for Assessing Liquefaction Hazard in Christchurch, New Zealand. Journal of Geotechnical and Geoenvironmental Engineering 140(7) 4014032 http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001117. (Journal Articles)

• Maurer BW., Green RA., Bradley BA. and Cubrinovski M. (2014) Assessment of aging correction factors for liquefaction resistance at sites of recurrent liquefaction. Anchorage, AK, USA: 10th US National Conference on Earthquake Engineering (NCEE10), 21-26 Jul 2014. (Conference Contributions - Other)

• Maurer BW., Green RA., Bradley BA. and Cubrinovski M. (2014) Evaluating the Efficacy of Paleoliquefaction Analysis Techniques Using Modern Analogs. Blacksburg, VA, USA: 63rd Annual Meeting of the Southeastern Section of the Geological Society of America (GSA), 10-11 Apr 2014. (Conference Contributions - Other)

• Maurer BW., Green RA., Bradley BA. and Cubrinovski M. (2014) What new liquefaction can teach us about old earthquakes: Evaluating the efficacy of paleoliquefaction analytics using modern analogs. Atlanta, GA, USA: American Society of Civil Engineers Geo-Congress (ASCE), 23-26 Feb 2014. (Conference Contributions - Other)

• McGann CR., Bradley BA. and Cubrinovski M. (2014) Shallow shear wave velocity characterization of the urban Christchurch, New Zealand region. Palm Springs, CA, USA: Southern California Earthquake Centre Annual Meeting (SCEC), 7-10 Sep 2014. (Conference Contributions - Other)

• McGann CR., Bradley BA., Cubrinovski M., Taylor M. and Wotherspoon LW.. (2014) Comparison of existing CPT-Vs correlations with Canterbury-specific seismic CPT data. In : 8pp. (Conference Contributions - Published)

• McGann CR., Bradley BA., Cubrinovski M., Taylor ML. and Wotherspoon LM. (2014) Development and evaluation of CPT-Vs correlation for Canterbury, New Zealand soils of the shallow Christchurch and Springston formations.109pp. (Reports)

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ.. (2014) A Design Framework for Soil-Foundation-Structure Interaction. In 2nd European Conference on Earthquake Engineering and Seismology: 1-12. Istanbul. (Conference Contributions - Published)

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ.. (2014) Integrating soil-structure interaction within performance-based design. In 2014 NZSEE Conference: 1-11. Auckland. (Conference Contributions - Published)

• Murashev A., Cubrinovski M., Orense R., Kirkcaldie D. and Keepa C. (2014) The development of design guidance for bridges in New Zealand for liquefaction and lateral spreading effects.Commissioned by NZTA. 142pp. (Reports)

• O'Rourke T., Jeon SS., Toprak S., Cubrinovski M., Hughes M., van Ballegooy S. and Bouziou D. (2014) Earthquake Response of Underground Pipeline Networks in Christchurch, NZ. Earthquake Spectra 30(1): 183-204. http://dx.doi.org/10.1193/030413EQS062M. (Journal Articles)

• Robinson K., Cubrinovski M. and Bradley BA. (2014) Lateral spreading displacements from the 2010 Darfield and 2011 Christchurch earthquakes. International Journal of Geotechnical Engineering 8(4): 441-448. http://dx.doi.org/10.1179/1939787913Y.0000000032. (Journal Articles)

• Stringer ME., Cubrinovski M. and Tayor ML. (2014) Evaluation of Queenstown Remarkables soils by cyclic triaxial testing. In Evaluation of Queenstown Remarkables soils by cyclic triaxial testing, Commissioned by Tonkin + Taylor. (Reports)

• van Ballegooy S., Malan P., Lacrosse V., Jacka M., Cubrinovski M., Bray J., O'Rourke T., Crawford S. and Cowan H. (2014) Assessment of Liquefaction-Induced Land Damage for Residential Christchurch. Earthquake Spectra 30(1): 31-55. http://dx.doi.org/10.1193/031813EQS070M. (Journal Articles)

• Bradley BA. and Cubrinovski M. (2013) Simplified probabilistic state concept characterization of sandy soils and application to liquefaction resistance assessment. Soil Dynamics and Earthquake Engineering 48: 104-118. http://dx.doi.org/10.1016/j.soildyn.2013.02.005. (Journal Articles)

• Bradley BA., Cubrinovski M., Cox BR., Green RA., Wotherspoon LM., Pettinga J., Graves RW., Joshi V. and Lee R. (2013) Ground motion analysis of the Canterbury earthquakes : Results to date and on-going research. Istanbul, Turkey: International Conference on Earthquake Geotechnical Engineering (ICEGE 2013): In Honour of Professor Kenji Ishihara, 17-19 Jun 2013. (Conference Contributions - Other)

• Carter L., Green RA., Bradley BA. and Cubrinovski M. (2013) The influence of near-fault motions on liquefaction triggering during the Canterbury earthquake sequence. Auckland, New Zealand: New Zealand - Japan Workshop on Soil Liquefaction during Recent Large-scale Earthquakes, 2-3 Dec 2013. (Conference Contributions - Other)

• Cox., B R., Bradley., B A., Wotherspoon., L., Stokoe II., K H., Cubrinovski. and M. (2013) Deep Vs profiling for dynamic characterization of Christchurch, New Zealand: Towards reliably merging large active-source and ambient-wavefield surface wave methods. Istanbul, Turkey: International Conference on Earthquake Geotechnical Engineering (ICEGE 2013): In Honour of Professor Kenji Ishihara, 17-19 Jun 2013. (Conference Contributions - Other)

• Cubrinovski M., Pampanin S. and Bradley B. (2013) Geotechnical and Structural Aspects of the 2010-2011 Christchurch (New Zealand) Earthquakes. In Garevski M (Ed.), Earthquakes and Health Monitoring of Civil Structures: 1-35. Dordrecht: Springer. http://dx.doi.org/10.1007/978-94-007-5182-8_1. (Chapters)

• Cubrinovski M.. (2013) Liquefaction-Induced Damage in the 2010-2011 Christchurch (New Zealand) Earthquakes. In. (Conference Contributions - Published)

• Das S., Bradley BA. and Cubrinovski M. (2013) A three-dimensional plasticity model for sandy soils based on state concept. Sydney, Australia: 1st Australian Conference on Computational Mechanics (ACCM2013), 3-4 Oct 2013. (Conference Contributions - Other)

• Das S., Bradley BA. and Cubrinovski M. (2013) Soil-foundation-structure-interaction: A unified approach and applicability of constitutive relations for sandy soils. Wellington, New Zealand: New Zealand Society for Earthquake Engineering Annual Conference (NZSEE2013), 26-28 Apr 2013. (Conference Contributions - Other)

• Giorgini S., Pampanin S., Carr AJ. and Cubrinovski M.. (2013) Seismic Behaviour of a 22 Storey Building During the Canterbury Earthquakes. In. (Conference Contributions - Published)

• Haskell JJM., Madabushi SPG., Cubrinovski M. and Winkley A. (2013) Lateral spreading-induced abutment rotation in the 2011 Christchurch earthquake: observations and analysis. Geotechnique 63(15): 1310-1327. http://dx.doi.org/10.1680/geot.12.P.174. (Journal Articles)

• Lee WF., Abe M., Cubrinovski M., Yen CI., Wu MF. and Chen CF.. (2013) Forensic Investigation and Performance Analysis for Bridges under Extreme Natural Hazards. In. (Conference Contributions - Published)

• Maurer B., Green R., Cubrinovski M. and Bradley BA. (2013) Evaluation of Liquefaction Potential Index (LPI) for Assessing Liquefaction Hazard: A Case Study in Christchurch, New Zealand. San Diego, CA, USA: ASCE GeoCongress, 3-6 Mar 2013. (Conference Contributions - Other)

• Robinson K., Cubrinovski M. and Bradley BA. (2013) Sensitivity of predicted liquefaction-induced lateral displacements from the 2010 Darfield and 2011 Christchurch earthquakes. Queenstown, New Zealand: 19th New Zealand Geotechnical Society (NZGS) Symposium, 20-23 Nov 2013. (Conference Contributions - Other)

• Robinson K., Cubrinovski M. and Bradley BA. (2013) Sensitivity of predicted liquefaction-induced lateral displacements from the 2010 Darfield and 2011 Christchurch earthquakes. Wellington, New Zealand: New Zealand Society for Earthquake Engineering Annual Conference (NZSEE2013), 26-28 Apr 2013. (Conference Contributions - Other)

• Taylor ML., Cubrinovski M. and Bradley BA. (2013) Cyclic strength of Christchurch sands with undisturbed samples. Wellington, New Zealand: New Zealand Society for Earthquake Engineering Annual Conference (NZSEE2013), 26-28 Apr 2013. (Conference Contributions - Other)

• Taylor ML., Cubrinovski M., Bradley BA. and Horikoshi K. (2013) The undrained cyclic strength of undisturbed and reconstituted Christchurch sands. Queenstown, New Zealand: 19th New Zealand Geotechnical Society (NZGS) Symposium, 20-23 Nov 2013. (Conference Contributions - Other)

• Arefi MJ., Cubrinovski M. and Bradley BA.. (2012) A model for nonlinear total stress analysis with consistent stiffness and damping variation. In. (Conference Contributions - Published)

• Arefi MJ., Cubrinovski M. and Rahman MM.. (2012) Effects of fines on stress-strain behaviour of sands. In. (Conference Contributions - Published)

• Bradley BA. and Cubrinovski M. (2012) Simplified estimation of soil state parameters and sensitivity analysis of undrained cyclic response. Taormina, Italy: 2nd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (II PBD), 28-30 May 2012. (Conference Contributions - Other)

• Cubrinovski M., Haskell JJM. and Bradley BA. (2012) Analysis of Piles in Liquefying Soils by the Pseudo-Static Approach. In Sakr MA; Ansal A (Ed.), Special Topics in Earthquake Geotechinical Engineering. Geogtechnical, Geological and Earthquake Engineering Vol 16: 147-174. London & New York: Springer. http://dx.doi.org/10.1007/978-94-007-2060-2_6. (Chapters)

• Cubrinovski M., Henderson D. and Bradley BA.. (2012) Liquefaction impacts in residential areas in the 2010-2011 Christchurch earthquakes. In Proceedings:: 811-824. (Conference Contributions - Published)

• Cubrinovski M., Hughes M. and O'Rourke T.. (2012) Impacts of liquefaction on the potable water system of Christchurch in the 2010-2011 Canterbury (NZ) earthquakes. In. (Conference Contributions - Published)

• Cubrinovski M., Hughes M., McDonald Y., Henderson B., McCahon I., Orense R., Bradley BA. and O'Rourke T.. (2012) Impacts of liquefaction on pipe networks in the 2010-2011 Christchurch earthquakes, and perspectives. In. (Conference Contributions - Published)

• Cubrinovski M., Robinson K., Taylor M., Hughes M. and Orense R. (2012) Lateral spreading and its impacts in urban areas in the 2010-2011 Christchurch earthquakes. New Zealand Journal of Geology and Geophysics 55(4): 255-269. http://dx.doi.org/10.1080/00288306.2012.699895. (Journal Articles)

• Giorgini S., Cubrinovski M., Pampanin S., Carr AJ. and Moghaddasi M.. (2012) Integrated foundation-structure modelling of a case study from the Christchurch 2011 earthquake. In. (Conference Contributions - Published)

• Gonzalez A., Cubrinovski M., Alabaster D. and Thenoux G. (2012) Interpretation of laboratory and full-scale testing of New Zealand foamed bitumen pavements using finite-element modelling. Road Materials and Pavement Design 13(4): 578-598. http://dx.doi.org/10.1080/14680629.2012.742623. (Journal Articles)

• Gonzalez A., Cubrinovski M., Pidwerbesky B. and Alabaster D. (2012) Elastic strains, modulus and permanent deformation of foamed bitumen pavements in accelerated testing facility. Road & Transport Research 21(3): 64-76. (Journal Articles)

• Gonzalez A., Cubrinovski M., Pidwerbesky B. and Alabaster D. (2012) Performance of foamed bitumen pavements in accelerated testing facility. Revista Ingenieria de Construccion 27(2): 5-17. (Journal Articles)

• Green RA., Cubrinovski M., Wotherspoon L., Allen J., Bradley BA., Bradshaw A., Bray J., DePascale G., Orense R. and O'Rouke T.. (2012) Geotechnical aspects of the Mw6.1 2011 Christchurch, New Zealand Earthquake. In GeoCongress 2012:: 1700-1709. (Conference Contributions - Published)

• Green RA., Maurer BW., Wotherspoon L., Cubrinovski M., Quigley M. and Bastin S.. (2012) Use of liquefaction observations in New Zealand for interpreting Paleoliquefaction features in the NMSZ. In. (Conference Contributions - Published)

• Haskell JJM., Cubrinovski M. and Bradley BA. (2012) Sensitivity analysis and its role in pseudo-static design of pile foundations. Soil Dynamics and Earthquake Engineering 42: 80-94. http://dx.doi.org/10.1016/j.soildyn.2012.05.014. (Journal Articles)

• Haskell JJM., Madabhushi SPG. and Cubrinovski M.. (2012) Boundary Conditions in Physical Model Tests-The Influence of Deck Pinning on the Response of Piled Bridge Abutments in Laterally Spreading Soils. In GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering,: 1988-1997. http://dx.doi.org/10.1061/9780784412121.204. (Conference Contributions - Published)

• Hughes M., Swaffield S., Hart D., Kirk B. and Cubrinovski M. (2012) Sea-level rise in Christchurch, New Zealand: Envisioning synergistic climate-seismic risks and exploring alternative futures in dynamic coastal landscapes. Wellington, New Zealand: 4th Digital Earth Summit, 2-4 Sep 2012. (Conference Contributions - Other)

• Jackson P., Bowman ET. and Cubrinovski M. (2012) Seismic testing of model-scale geosynthetic-reinforced soil walls. Bulletin of New Zealand Society for Earthquake Engineering 45(4): 171-183. (Journal Articles)

• Kaiser A., Holden C., Beavan J., Beetham D., Benites A., Celentano A., Collet D., Cousins J., Cubrinovski M. and Dellow G. (2012) The Mw 6.2 Christchurch earthquake of February 2011: preliminary report. New Zealand Journal of Geology and Geophysics 55(1): 67-90. http://dx.doi.org/10.1080/00288306.2011.641182. (Journal Articles)

• Moghadassi M., Cubrinovski M., Chase JG., Pampanin S. and Carr AJ. (2012) Stochastic quantification of soil-shallow foundation-structure interaction. Journal of Earthquake Engineering 16(6): 820-850. http://dx.doi.org/10.1080/13632469.2012.661122. (Journal Articles)

• Moghaddasi M., Carr AJ., Cubrinovski M., Pampanin S., Chase JG., Chatzigogos CT. and Pecker A.. (2012) The effects of soil-foundation interface nonlinearity on seismic soil-structure interaction analysis. In. (Conference Contributions - Published)

• Moghaddasi M., Chase JG., Cubrinovski M., Pampanin S. and Carr A. (2012) Sensitivity analysis for soil-structure interaction phenomenon using stochastic approach. Journal of Earthquake Engineering 16(7): 1055-1075. http://dx.doi.org/10.1080/13632469.2012.677570. (Journal Articles)

• O'Rourke TDO., Jeon SS., Toprak S., Cubrinovski M. and Jung JK.. (2012) Underground lifeline system performance during the Canterbury earthquake sequence. In. (Conference Contributions - Published)

• Pender M., Wotherspoon L., Cubrinovski M., Bowman E. and Orense R. (2012) Evidence of earthquake-induced liquefaction obtained from GeoEye-1 images. Geotechnique Letters 2(4-6): 49-53. http://dx.doi.org/10.1680/geolett.11.00042. (Journal Articles)

• Pender M., Wotherspoon L., Cubrinovski M., Bowman E. and Orense R. (2012) Evidence of earthquake-induced liquefaction obtained from GeoEye-1 images. Geotechnique Letters 2(Apr-Jun): 49-53. http://dx.doi.org/10.1680/geolett.11.00042. (Journal Articles)

• Rahman MM., Cubrinovski M. and Lo SR. (2012) Initial shear modulus of sandy soils and equivalent granular void ratio. Geomechnics and Geoengineering 7(3): 219-226. http://dx.doi.org/10.1080/17486025.2011.616935. (Journal Articles)

• Robinson K., Bradley BA. and Cubrinovski M.. (2012) Analysis of liquefaction-induced lateral spreading data from the 2010 Darfield and 2011 Christchurch earthquakes. In Proceedings:. (Conference Contributions - Published)

• Robinson K., Cubrinovski M. and Bradley BA. (2012) Lateral spreading measurements from the 2010 Darfield and 2011 Christchurch earthquakes. Melbourne, Australia: ANZ 2012, 15-18 Jul 2012. (Conference Contributions - Other)

• Taylor M. and Cubrinovski M.. (2012) The characterization of Christchurch sands for liquefaction hazard evaluation using effective stress analysis. In. (Conference Contributions - Published)

• Taylor ML., Cubrinovski M. and Bradley BA. (2012) Characterisation of ground conditions in the Christchurch Central Business District. Australian Geomechanics Journal 47(4): 43-58. (Journal Articles)

• Taylor ML., Cubrinovski M. and Haycock I.. (2012) Application of new 'Gel-push' sampling procedure to obtain high quality laboratory test data for advanced geotechnical analyses. In. (Conference Contributions - Published)

• Bowman ET., Jackson P., Cubrinovski M. and Fannin RJ. (2011) Progressive failure and shear band development within model-scale reinforced soil walls subject to seismic shaking. Geotechnique Letters 1(3): 53-57. http://dx.doi.org/10.1680/geolett.11.00030. (Journal Articles)

• Bradley B., Cubrinovski M. and Haskell J. (2011) Probabilistic pseudo-static analysis of pile foundations in liquefiable soils. Soil Dynamics and Earthquake Engineering 31(10): 1414-1425. http://dx.doi.org/10.1016/j.soildyn.2011.05.018. (Journal Articles)

• Bradley BA. and Cubrinovski M. (2011) Near-source strong ground motions observed in the 22 February 2011 Christchurch earthquake. Bulletin of the New Zealand Society of Earthquake Engineering 44(4): 181-194. (Journal Articles)

• Bradley BA. and Cubrinovski M. (2011) Near-source strong ground motions observed in the 22 February 2011 Christchurch earthquake. Seismological Research Letters 82(6): 853-865. http://dx.doi.org/10.1785/gssrl.82.6.853. (Journal Articles)

• Bradley BA. and Cubrinovski M. (2011) Strong ground motions observed in the 22 February 2011 Christchurch earthquake. Palm Springs, CA, USA: 2011 Southern California Earthquake Centre (SCEC) Annual Meeting, 12-14 Sep 2011. (Conference Contributions - Other)

• Cubrinovski M. and Hughes M. (2011) Liquefaction map of Christchurch based on drive-through reconnaissance after the 13 June 2011 earthquake. University of Canterbury. (Other)

• Cubrinovski M. and McCahon I. (2011) Foundations on Deep Alluvial Soils.Commissioned by Canterbury Earthquakes Royal Commission. (Reports)

• Cubrinovski M., Bradley B., Wotherspoon L., Green R., Bray J., Wood C., Pender M., Allen J., Bradshaw A. and Rix G. (2011) Geotechnical Aspects of the 22 February 2011 Christchurch earthquake. Bulletin of the New Zealand Society of Earthquake Engineering 44(4): 205-226. (Journal Articles)

• Cubrinovski M., Bray JD., Taylor M., Giorgini S., Bradley B., Wotherspoon L. and Zupan J. (2011) Soil liquefaction effects in the central business district during the February 2011 Christchurch earthquake. Seismological Research Letters 82(6): 893-904. http://dx.doi.org/10.1785/gssrl.82.6.893. (Journal Articles)

• Cubrinovski M., Hughes M., Bradley B., McCahon I., McDonald Y., Simpson H., Cameron R., Christison M., Henderson B. and Orense R. (2011) Liquefaction Impacts on Pipe Networks: Short Term Recovery Project No. 6.University of Canterbury. Commissioned by Natural Hazards Research Platform & Christchurch City Council. 74pp. (Reports)

• Cubrinovski M.. (2011) Seismic effective stress analysis: modelling and application. In. (Conference Contributions - Published)

• Davies MCR., Pender MJ., Orense RP., Wotherspoon L., Cubrinovski M. and Bowman ET.. (2011) GEOTECHNICAL IMPLICATIONS OF THE M 7.1 AND M 6.3 CANTERBURY EARTHQUAKES OF 4 SEPTEMBER 2010 AND 22 FEBRUARY 2011. In GEOTECHNICAL ENGINEERING FOR DISASTER MITIGATION AND REHABILITATION 2011/GEOTECHNICAL AND HIGHWAY ENGINEERING - PRACTICAL APPLICATIONS, CHALLENGES AND OPPORTUNITIES: 74-77. (Conference Contributions - Published)

• Gonzalez A., Cubrinovski M., Pidwerbesky B. and Alabaster D. (2011) Strength and Deformational Characteristics of Foamed Bitumen Mixes under Suboptimal Conditions. ASCE Journal of Transportation Engineering 137(1): 1-10. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000185. (Journal Articles)

• Green R., Allen J., Wotherspoon L., Cubrinovski M., Bradley B., Bradshaw A., Cox B. and Algie T. (2011) Performance of levees (stopbanks) during the 4 September 2010, Mw7.1 Darfield and 22 February 2011, Mw6.2 Christchurch, New Zealand, earthquakes. Seismological Research Letters 82(6): 939-949. http://dx.doi.org/10.1785/gssrl.82.6.939. (Journal Articles)

• Green RA., Cubrinovski M., Ashford SA., Hutchinson T., Kavazanjian E., Bradley B., Cox B., Orense R., Pender M. and Allen J.. (2011) Geotechnical Aspects of the MW7.1, 4 September 2010, Darfield, New Zealand, Earthquake. In. (Conference Contributions - Published)

• Green RA., Wood C., Cox B., Cubrinovski M., Wotherspoon L., Bradley B., Algie T., Allen J., Bradshaw A. and Rix G. (2011) Use of DCP and SASW Tests to Evaluate Liquefaction Potential: Predictions vs. Observations during the Recent New Zealand Earthquakes. Seismological Research Letters 82(6): 927-938. http://dx.doi.org/10.1785/gssrl.82.6.927. (Journal Articles)

• Haskell J., Madabhushi G. and Cubrinovski M.. (2011) Effect of pile spacing on the behaviour of a pile group in laterally spreading soil. In. (Conference Contributions - Published)

• Moghaddasi M., Cubrinovski M., Chase GJ., Pampanin S. and Carr A. (2011) Probabilistic evaluation of soil-foundation-structure interaction effects on seismic structural response. Earthquake Engineering and Structural Dynamics 40(2): 135-154. http://dx.doi.org/10.1002/eqe.1011. (Journal Articles)

• Moghaddasi M., Cubrinovski M., Chase JG., Pampanin S. and Carr A. (2011) Effects of soil-foundation-structure interaction on seismic structural response via robust Monte Carlo simulation. Engineering Structures 33(4): 1338-1347. http://dx.doi.org/10.1016/j.engstruct.2011.01.011. (Journal Articles)

• Moghaddasi M., Cubrinovski M., Chase JG., Pampanin S. and Carr A.. (2011) Probabilistic Nonlinear Soil-Structure Interaction. In : 8pp. (Conference Contributions - Published)

• Orense RP., Kiyota T., Yamada S., Cubrinovski M., Hosono Y., Okamura M. and Yasuda S. (2011) Comparison of Liquefaction Features Observed during the 2010 and 2011 Canterbury Earthquakes. Seismological Research Letters 82(6): 905-918. http://dx.doi.org/10.1785/gssrl.82.6.905. (Journal Articles)

• Robinson K., Cubrinovski M., Kailey P. and Orense R.. (2011) Field Measurements of Lateral Spreading following the 2010 Darfield Earthquake. In PCEE 2011: Building an Earthquake-Resilient Society. (Conference Contributions - Published)

• Smith C. and Cubrinovski M. (2011) Pseudo-static limit analysis by discontinuity layout optimization: Application to seismic analysis of retaining walls. Soil Dynamics and Earthquake Engineering 31(10): 1311-1323. http://dx.doi.org/10.1016/j.soildyn.2011.03.014. (Journal Articles)

• Taylor ML. and Cubrinovski M.. (2011) Preliminary assessment of liquefaction in urban areas following the 2010 Darfield Earthquake. In PCEE 2011: Building an Earthquake-Resilient Society. (Conference Contributions - Published)

• Wotherspoon L., Bradshaw A., Green R., Wood C., Palermo A., Cubrinovski M. and Bradley B. (2011) Performance of bridges during the 2010 Darfield and 2011 Christchurch earthquakes. Seismological Research Letters 82(6): 950-964. http://dx.doi.org/10.1785/gssrl.82.6.950. (Journal Articles)

• Yamada S., Orense R. and Cubrinovski M. (2011) Earthquake News "Geotechnical Damage due to the 2011 Christchurch, New Zealand". ISSMGE Bulletin 5(2): 27-45. (Journal Articles)

• Yasuda S., Cubrinovski M., Tokimatsu K., Orense R., Uzuoka R., Kiyota T., Hosono Y. and Yamada S. (2011) Reconnaissance Report on the Damage caused by the 2011 Christchurch, New Zealand earthquake. Tsuchi to Kiso (in Japanese) 59(6): 1-5. (Journal Articles)

• Bradley BA., Cubrinovski M., Dhakal RP. and MacRae GA. (2010) Probabilistic seismic performance and loss assessment of a bridge-foundation-soil system. Soil Dynamics and Earthquake Engineering 30(5): 395-411. http://dx.doi.org/10.1016/j.soildyn.2009.12.012. (Journal Articles)

• Bradley BA., Dhakal RP., MacRae GA. and Cubrinovski M. (2010) Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response. Earthquake Engineering and Structural Dynamics 39(5): 501-520. http://dx.doi.org/10.1002/eqe.954. (Journal Articles)

• Bradley BA., Dhakal RP., MacRae GA. and Cubrinovski M. (2010) Prediction of spatially distributed seismic demands in specific structures: Structural response to loss estimation. Earthquake Engineering and Structural Dynamics 39(6): 591-613. http://dx.doi.org/10.1002/eqe.955. (Journal Articles)

• Cubrinovski M., Carr A., Chouw N., Deam B., Iai S., Jeremic B., Kutter B., Lai C., Lam I. and Prakash S.. (2010) Summary of discussion session 2. In Soil-Foundation-Structure Interaction - Selected Papers from the International Workshop on Soil-Foundation-Structure Interaction, SFSI 09: 233-236. (Conference Contributions - Published)

• Cubrinovski M., Green R., Allen J., Ashford S., Bowman E., Bradley BA., Cox B., Hutchinson T., Kavazanjian E. and Orense R. (2010) Geotechnical reconnaissance of the 2010 Darfield (New Zealand) earthquake.Commissioned by University of Canterbury. 173pp. (Reports)

• Cubrinovski M., Green RA., Allen J., Ashford S., Bowman E., Bradley B., Cox B., Hutchinson T., Kavazanjian E. and Orense R. (2010) Geotechnical Reconnaissance of the 2010 Darfield (Canterbury) Earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 43(4): 243-320. (Journal Articles)

• Cubrinovski M., Haskell JJM. and Bradley BA.. (2010) Soil-pile interaction in liquefying soils: Modelling issues. In Soil-Foundation-Structure Interaction: 93-100. (Conference Contributions - Published)

• Cubrinovski M., McManus K., Pender MJ., McVerry G., Sinclair T., Matuschka T., Simpson K., Clayton P. and Jury R. (2010) Geotechnical Earthquake Engineering Practice: Module 1: Guideline for the identification, assessment and mitigation of liquefaction hazards. Auckland: New Zealand Geotechnical Society. 28pp. (Authored Books)

• Cubrinovski M., Orense R. and Bowman L. (2010) Case History 2010 Earthquake in New Zealand. ISSMGE Bulletin 4(4): 15-25. (Journal Articles)

• Cubrinovski M., Rees S. and Bowman E. (2010) Effects of Non-plastic Fines on Liquefaction Resistance of Sandy Soils. In Garevski M; Ansal A (Ed.), Geogtechnical, Geological and Earthquake Engineering: 125-144.Springer Dordrecht London & New York. http://dx.doi.org/10.1007/978-90-481-9544-2_6. (Chapters)

• Cubrinovski M.. (2010) Geotechnical Aspects of the 2010 Darfield (Canterbury) Earthquake. In Proceedings of the Bangladesh Geotechnical Conference 2010: 75-85. (Conference Contributions - Published)

• Haskell JJM., Cubrinovski M. and Bradley BA.. (2010) Pseudo-static analysis of piles in liquefying soils: A framework for the consideration of uncertainties. In. (Conference Contributions - Published)

• Moghaddasi M., Cubrinovski M., Pampanin S., Carr A. and Chase JG.. (2010) A robust probabilistic evaluation of soil-foundation-structure interaction effects on structural response. In Soil-Foundation-Structure Interaction Florida: CRC Press: 77-84. (Conference Contributions - Published)

• Moghaddasi M., Cubrinovski M., Pampanin S., Carr AJ. and Chase JG.. (2010) Soil-Foundation-Structure Interaction Effects on Nonlinear Seismic Demand of Structures. In NZSEE Conference Proceedings 2010: 9pp. (Conference Contributions - Published)

• Okamura M., Toyota H., Kiyota T. and Cubrinovski M. (2010) Reconnaisance report on the damage caused by the 2010 Darfield Earthquake in New Zealand. Tsuchi to Kiso 58(12): 42-45. (Journal Articles)

• Rahman MM., Cubrinovski M. and Lo SR.. (2010) Initial shear modulus of sandy soil and equivalent granular void ratio. In Geologically Active: Proceedings of the 11th IAEG Congress: 623-630. (Conference Contributions - Published)

• Rahman MM., Cubrinovski M. and Lo SR.. (2010) Initial shear modulus of sandy soils and equivalent granular void ratio. In Geologically Active: Proceedings of the 11th IAEG Congress. (Conference Contributions - Published)

• Rahman MM., Lo SR. and Cubrinovski M.. (2010) Effect of fines and fines type on the liquefaction behaviour of sandy soil. In Proceedings of the Bangladesh Geotechnical Conference 2010: 311-316. (Conference Contributions - Published)

• Rahman MM., Lo SR. and Cubrinovski M.. (2010) Equivalent Granular Void Ratio and Behaviour of Loose Sand with Fines. In. (Conference Contributions - Published)

• Arefi JM., Pampanin S. and Cubrinovski M.. (2009) Effects of SSI on the Seismic Response of Older Structures Before & After Retrofit. In. (Conference Contributions - Published)

• Bradley B. and Cubrinovski M.. (2009) Probabilistic pseudo-static analysis of pile foundations in liquefiable soils. In Performance-Based Design in Earthquake Geotechnical Engineering: 1673-1680. (Conference Contributions - Published)

• Bradley B., Cubrinovski M., Dhakal R. and MacRae G. (2009) Intensity measures for the seismic response of pile foundations. Soil Dynamics and Earthquake Engineering 29(6): 1046-1058. http://dx.doi.org/10.1016/j.soildyn.2008.12.002. (Journal Articles)

• Bradley B., Cubrinovski M., Dhakal R. and MacRae G.. (2009) Probabilistic Seismic Performance Assessment of a Bridge-Foundation-Soil System. In 2009 NZSEE Conference Proceedings. (Conference Contributions - Published)

• Bradley BA., Cubrinovski M., Dhakal RP. and MacRae GA.. (2009) Probabilistic seismic performance and loss assessment of a bridge-foundation-soil system. In Soil-Foundation-Structure Interaction: 211-228. (Conference Contributions - Published)

• Bradley BA., Cubrinovski M., MacRae GA. and Dhakal RP. (2009) Ground-Motion Prediction Equation for SI Based on Spectral Acceleration Equations. Bulletin of the Seismological Society of America 99(1): 277-285. http://dx.doi.org/10.1785/0120080044. (Journal Articles)

• Bradley BA., Dhakal RP., Cubrinovski M., MacRae GA. and Lee DS. (2009) Seismic loss estimation for efficient decision making. Bulletin of the New Zealand Society of Earthquake Engineering 42(2): 96-110. (Journal Articles)

• Cubrinovski M. and Bradley B.. (2009) Evaluation of seismic performance of geotechnical structures. In. (Conference Contributions - Published)

• Cubrinovski M. and Pender M. (2009) Bulletin of the New Zealand Society for Earthquake Engineering, 42(1). Special Issue: Geotechnical Earthquake Engineering. Wellington: New Zealand Society for Earthquake Engineering. 74pp. (Edited Volumes)

• Cubrinovski M. and Pender M. (2009) Bulletin of the New Zealand Society for Earthquake Engineering: Guest editors foreword. Bulletin of the New Zealand Society for Earthquake Engineering 42(1). (Journal Articles)

• Cubrinovski M., Haskell JJM. and Bradley BA.. (2009) The effect of shear strength normalisation on the response of piles in laterally spreading soils. In. (Conference Contributions - Published)

• Cubrinovski M., Ishihara K. and Poulos H. (2009) Pseudo-Static Analysis Of Piles Subjected to Lateral Spreading. Bulletin of the NZ Society for Earthquake Engineering 42(1): 28-38. (Journal Articles)

• Cubrinovski M., McManus K. and Pender M. (2009) Draft Guidelines for Geotechnical Earthquake Engineering Practice in New Zealand.New Zealand Geotechnical Society. 35pp. (Reports)

• Cubrnovski M., Ishihara K. and Poulos H. (2009) Pseudo-Static Analysis of Piles Subjected to Lateral Spreading. NZ Geomechanics News (77): 39-49. (Journal Articles)

• Gonzalez A., Cubrinovski M., Pidwerbesky B. and Alabaster D. (2009) Full scale experiment on foam bitumen pavements in CAPTIF accelerated testing facility. Transportation Research Record, Journal of the Transportation Research Board 2094: 21-29. http://dx.doi.org/10.3141/2094-03. (Journal Articles)

• Gonzalez A., Cubrinovski M., Pidwerbesky B. and Alabaster D.. (2009) Performance, strength and deformational characteristics of foamed bitumen pavements. In Proceedings of the 2009 AAPA Flexible Pavements Conference: 20pp. (Conference Contributions - Published)

• Haskell JJM., Cubrinovski M. and Bradley BA.. (2009) Critical uncertainties in the analysis of pile in liquefying soils. In Proceedings of the 17th International Conference on Soil Mechanics & Geotechnical Engineering - The Academia & Practice of Geotechnical Engineering: 1209-1212. (Conference Contributions - Published)

• Haskell JJM., Cubrinovski M. and Bradley BA.. (2009) Sensitivity Analysis of Simplified Methods for the Design of Piles in Laterally Spreading Soils. In. (Conference Contributions - Published)

• Moghaddasi KM., Cubrinovski M., Pampanin S., Carr A. and Chase G.. (2009) Monte Carlo Simulation of SSI Effects Using Simple Rheological Soil Model. In. (Conference Contributions - Published)

• Bowen H. and Cubrinovski M. (2008) Effective stress analysis of piles in liquefiable soil: A case study of a bridge foundation. Bulletin of the NZ Society for Earthquake Engineering 41(4): 247-262. (Journal Articles)

• Bowen HJ. and Cubrinovski M. (2008) Pseudo-static analysis of piles in liquefiable soils. Bulletin of the New Zealand Society for Earthquake Engineering 41(4): 234-246. http://dx.doi.org/10.5459/bnzsee.41.4.234-246. (Journal Articles)

• Bowen HJ. and Cubrinovski M. (2008) Pseudo-Static Analysis of Piles In Liquefiable Soils: Parametric Evaluation of Liquefied Layer Properties. Bulletin of the New Zealand Society for Earthquake Engineering 41(4): 234-246. (Journal Articles)

• Bradley B., Cubrinovski M. and Dhakal R.. (2008) Performance-based seismic response of pile foundations. In ASCE Geotechnical Special Publication 181: 1-11. (Conference Contributions - Published)

• Bradley B., Dhakal R., Cubrinovski M. and MacRae G.. (2008) Prediction of spatially distributed seismic demands in structures. In. (Conference Contributions - Published)

• Bradley BA., Dhakal RP., Cubrinovski M., MacRae GA. and Lee DS.. (2008) Seismic loss estimation for efficient decision making. In 2008 NZSEE Conference Proceedings. (Conference Contributions - Published)

• Cubrinovski M. and Bradley B.. (2008) Assessment of seismic performance of soil-structure systems. In Proceedings of the 18th New Zealand Geotechnical Society 2008 Symposium: 111-127. (Conference Contributions - Published)

• Cubrinovski M. and Orense R. (2008) Assessment of liquefaction and its consequences: recent developments with reference to Japanese practice.NZ Society for Earthquake Engineering. (Reports)

• Cubrinovski M. and Rees S.. (2008) Effects of fines on undrained behaviour of sands. In ASCE Geotechnical Special Publication 181: 1-11. (Conference Contributions - Published)

• Cubrinovski M., Uzuoka R., Sugita H., Tokimatsu K., Sato M., Ishihara K., Tsukamoto Y. and Kamata T. (2008) Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: shaking in the direction of ground flow. Soil Dynamics and Earthquake Engineering 28(6): 421-435. http://dx.doi.org/10.1016/j.soildyn.2007.10.015. (Journal Articles)

• McManus K., Cubrinovski M. and Pender M. (2008) Discussion Document on Geotechnical Earthquake Engineering. New Zealand Geotechnical Society. 42pp. (Discussion/Working Papers)

• Uzuoka R., Cubrinovski M., Sugita H., Sato M., Tokimatsu K., Sento N., Kazama M., Zhang F., Yashima A. and Oka F. (2008) Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: shaking in the direction perpendicular to ground flow. Soil Dynamics and Earthquake Engineering 28(6): 436-452. http://dx.doi.org/10.1016/j.soildyn.2007.08.007. (Journal Articles)

• Bowen H. and Cubrinovski M.. (2007) Application of two-dimensional effective stress analysis to 3-D liquefaction problems. In Proceedings of 8th Pacific Conference On Earthquake Engineering (8PCEE). (Conference Contributions - Published)

• Bowen H., Cubrinovski M. and Jacka M.. (2007) Psuedo-static analysis of piles in liquefied soils: a case study of a bridge foundation. In 10th Australia New Zealand Conference on Geomechanics 2007. Common Ground: 130-135. (Conference Contributions - Published)

• Bowen H., Cubrinovski M. and Jacka ME.. (2007) Effective Stress Analysis of Pile Foundations in Liquefiable Soil. In Proceedings of the 2007 Annual NZSEE Technical Conference. (Conference Contributions - Published)

• Bradley B., Dhakal RP., Cubrinovski M., Mander JB. and MacRae GA. (2007) Improved seismic hazard model with application to probabilistic seismic demand analysis. Earthquake Engineering and Structural Dynamics 36(14): 2211-2225. http://dx.doi.org/10.1002/eqe.727. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (2007) Simplified analysis of piles subjected to lateral spreading in liquefied soils: parameters and uncertainties. In 4th International Conference on Earthquake Geotechnical Engineering Proceedings. (Conference Contributions - Published)

• Cubrinovski M.. (2007) Analysis of piles in liquefying soils. In Fourth International Conference on Urban Earthquake Engineering: 801-808. (Conference Contributions - Published)

• Cubrinovski M.. (2007) Key issues in the analysis of piles in liquefying soils. In : 10pp. (Conference Contributions - Published)

• Cubrinovski M.. (2007) Key parameters in pseudo-static analysis of piles in liquefying sand. In Proceedings of 10th Australia New Zealand Conference on Geomechanics: Common Ground: 218-223. (Conference Contributions - Published)

• Giovanazi S. and Cubrinovski M.. (2007) Liquefaction Hazards for Seismic Risk Analysis. In Proceedings of the 2007 Annual NZSEE Technical Conference. (Conference Contributions - Published)

• Tsukamoto Y., Cubrinovski M. and Kamata T. (2007) E-Defense: Special project for earthquake disaster mitigation in urban areas: (II) Significant improvement of seismic performance of structures, (3) Test and analysis of soil-pile-structure systems (in Japanese): 3-D Numerical simulation of Test 18-1.NIED, Tsukuba, Japan. 659-676. (Reports)

• Abe A., Abdoun T., Abghari A., Ashford SA., Bennett V., Brandenberg SJ., Bray JD., Chang D., Cubrinovski M. and Dickenson SE.. (2006) Geotechnical Special Publication: Preface. In Geotechnical Special Publication(145). (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K. (2006) Assessment of pile group response to lateral spreading by single pile analysis. ASCE Geotechnical Special Publication 145: 242-254. (Journal Articles)

• Cubrinovski M. and Pender M. (2006) Proceedings of New Zealand Workshop on Geotechnical Earthquake Engineering - 2006. Christchurch: University of Canterbury. 393pp. (Edited Volumes)

• Cubrinovski M., Ishihara H. and Poulos H.. (2006) Pseudo-static analysis of piles subjected to lateral spreading. In Proceedings of New Zealand Workshop on Geotechnical Earthquake Engineering - 2006: 337-350. (Conference Contributions - Published)

• Cubrinovski M., Kokusho T. and Ishihara K. (2006) Interpretation from Large-Scale Shake Table Tests on Piles Undergoing Lateral Spreading in Liquefied Soils. Soil Dynamics and Earthquake Engineering 26(2-4): 275-286. http://dx.doi.org/10.1016/j.soildyn.2005.02.018. (Journal Articles)

• Cubrinovski M.. (2006) Behaviour of Piles in Liquefied Deposits during Earthquakes. In Proceedings of the New Zealand Society of Earthquake Engineering Annual Conference Paper No. 33: 8pp. (Conference Contributions - Published)

• Cubrinovski M.. (2006) Pile response to lateral spreading of liquefied soils. In Earthquakes and Urban Development: New Zealand Geotechnical Society 2006 Symposium (Proceedings of Technical Groups/Institution of Professional Engineers New Zealand 31(1)): 127-142. (Conference Contributions - Published)

• Tsukamoto Y., Cubrinovski M. and Kamata T. (2006) E-Defense: Special project for earthquake disaster mitigation in urban areas: (II) Significant improvement of seismic performance of structures, (3) Test and analysis of soil-pile-structure systems (in Japanese): 3-D Numerical simulation of Test 17-1.NIED, Tsukuba, Japan. 669-689. (Reports)

• Uzuoka R., Cubrinovski M., Zhang F., Yashima A. and Oka F.. (2006) Accuracy of prediction with effective stress analysis for liquefaction-induced earth pressure on a pile group. In Proceedings of New Zealand Workshop on Geotechnical Earthquake Engineering-2006: 120-132. (Conference Contributions - Published)

• Cubrinovski M., Kamei M., Morimoto I., Tsukamoto Y. and Ishihara K. (2005) Special project for earthquake disaster mitigation in urban areas: (II) Significant improvement of seismic performance of structures, (3) Test and analysis of soil-pile-structure systems (in Japanese): 3-D Numerical simulation of Test 16-2 and Test 16-3.NIED-National Research Institute for Earth Science and Disaster Prevention, Japan. Commissioned by Ministry of Education, Science and Technology, Japan. 461-480. (Reports)

• Cubrinovski M., Sugita H., Tokimatsu K., Sato M., Ishihara K., Tsukamoto Y. and Kamata T.. (2005) 3-D numerical simulation of shake-table tests on piles subjected to lateral spreading. In : 199-206. (Conference Contributions - Published)

• Ishihara K. and Cubrinovski M. (2005) Characteristics of ground motion in liquefied deposits during earthquakes. Journal of Earthquake Engineering 9(SPEC. ISS.): 1-15. (Journal Articles)

• Ishihara K. and Cubrinovski M. (2005) Characteristics of Ground Motion in Liquefied Deposits During Earthquakes. Journal of Earthquake Engineering 9(Special Issue 1): 1-15. http://dx.doi.org/10.1142/S1363246905002304. (Journal Articles)

• Ishihara K. and Cubrinovski M.. (2005) A case-history of damaged piles due to lateral spreading: evaluation by a simplified analysis. In : 77-82. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K. (2004) Simplified Method for Analysis of Piles Undergoing Lateral Spreading in Liquefied Soils. Soils and Foundations 44(5): 119-133. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (2004) Prediction of pile response to lateral spreading of liquefied soils: Demand-Capacity Method. In : 841-846. (Conference Contributions - Published)

• Cubrinovski M., Kamei M., Morimoto I., Tsukamoto Y. and Ishihara K. (2004) Special project for earthquake disaster mitigation in urban areas: (II) Significant improvement of seismic performance of structures, (3) Test and analysis of soil-pile-structure systems: 3-D Numerical simulation of Test 15-3.NIED-National Research Institute for Earth Science and Disaster Prevention, Japan. Commissioned by Ministry of Education, Science and Technology, Japan. 337-357. (Reports)

• Cubrinovski M., Kokusho T. and Ishihara K.. (2004) Interpretation from large-scale shake table tests on piles subjected to spreading of liquefied soils. In : 463-470. (Conference Contributions - Published)

• Ishihara K. and Cubrinovski M.. (2004) Case studies of pile foundations undergoing lateral spreading in liquefied deposits. In SOAP-5: 9pp. (Conference Contributions - Published)

• Ishihara K. and Cubrinovski M.. (2004) Performance of Piles as Evaluated by Three-Layer Model. In : 167-191. (Conference Contributions - Published)

• Kamei M. and Cubrinovski M. (2004) Evaluation of the seismic response of Ohgishima Tank by dynamic effective stress analysis.Kiso-Jiban Consultants Co. Ltd, Japan. Commissioned by Tokyo Gas Corporation, Japan. (Reports)

• Kamei M. and Cubrinovski M. (2004) Seismic performance of the pier and foundation of Kitan-Kaikyou cable-stay bridge.Kiso-Jiban Consultants Ltd, Japan. Commissioned by Japan Highway Corporation. (Reports)

• Morimoto I., Cubrinovski M., Yamamoto Y. and Kamei M. (2004) Reconnaissance report on the 2004 Niigata-Chuetsu earthquake.Kiso-Jiban Consultants Co. Ltd. 86pp. (Reports)

• Cubrinovski M. and Ishihara K.. (2003) Liquefaction-induced ground deformation and damage to piles in the 1995 Kobe Earthquake. In SE40EEE Proceedings CD-Rom: 10pp. (Conference Contributions - Published)

• Cubrinovski M., Ishihara K. and Shibayama T.. (2003) Seismic 3-D effective stress analysis: constitutive modeling and application. In Deformation Characterisitcs of Geomaterials: 913-920. (Conference Contributions - Published)

• Cubrinovski M., Kamei M., Morimoto I., Tsukamoto Y. and Ishihara K. (2003) Special project for earthquake disaster mitigation in urban areas: (II) Significant improvement of seismic performance of structures, (3) Test and analysis of soil-pile-structure systems (in Japanese): 3-D Numerical simulation of Test 14-1.NIED-National Research Institute for Earth Science and Disaster Prevention, Japan. Commissioned by Ministry of Education, Science and Technology, Japan. 369-388. (Reports)

• Cubrinovski M., Morimoto I. and Yamamoto Y.. (2003) Assessmnet of liquefaction, flow potential and lateral spreading for the offshore route of Japan-Sakhalin pipeline. In Proceedings of Workshop on Seismic Design for Sakhalin to Japan Gas Pipeline: 51-111. (Conference Contributions - Published)

• Cubrinovski M., Morimoto I. and Yamamoto Y.. (2003) Liquefaction and liquefaction induced lateral spreading. In Proceedings of the Workshop on the Seismic Design for Sakhalin to Japan Gas Pipeline: 51-111. (Conference Contributions - Published)

• Cubrinovski M., Morimoto I., Kamei M., Tsukamoto Y. and Ishihara K.. (2003) 3-D numerical simulation of shake-table tests on piles subjected to lateral spreading. In : 67-70. (Conference Contributions - Published)

• Morimoto I., Cubrinovski M. and Yamamoto Y. (2003) Reconnaissance report on the 2003 Miyagi-oki-no earthquake.Kiso-Jiban Consultants Co. Ltd.. 1-45. (Reports)

• Morimoto I., Cubrinovski M. and Yamamoto Y. (2003) Seismic Design of Sakhalin to Japan Gas Pipeline: Assessment of liquefaction, flow potential and lateral spreading for the offshore route of the pipeline (in Japanese).Japan Sakhalin pipeline Co., Ltd.. (Reports)

• Morimoto I., Cubrinovski M., Yamamoto Y. and Kamei M. (2003) Reconnaissance report on the 2003 Tokachi-oki earthquake.Kiso-Jiban Consultants Co. Ltd.. 1-123. (Reports)

• Cubrinovski M. (2002) Behaviour of piles in liquefied soils undergoing lateral spreading: enhanced analysis with the three-layer model.High-Pressure Gas Safety Institute of Japan / Kiso-Jiban Consultants Co. Ltd. Commissioned by High-Pressure Gas Safety Institute of Japan. 1-138. (Reports)

• Cubrinovski M. (2002) Traffic-induced cable creepage in buried ducts: Evaluation method and zonation of ground displacements.Kiso-Jiban Consultants Ltd, Japan. Commissioned by Electric Power Company of Central Japan. (Reports)

• Cubrinovski M. and Ishihara K. (2002) Maximum and Minimum Void Ratio Characteristics of Sands. Soils and Foundations 42(6): 65-78. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (2002) Pile response to lateral spreading of liquefied soils: Demand-Capacity Method. In : 763-773. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K.. (2002) Prediction of pile response to lateral spreading. In Proceedings of the 1st Symposium of Macedonian Association of Geotechnics: 263-270. (Conference Contributions - Published)

• Kamei M. and Cubrinovski M. (2002) Seismic effective stress analysis of pile foundation of a highway bridge-pier in the Metropolitan area of Tokyo.Kiso-Jiban consultants Ltd, Japan. Commissioned by Tokyo Metropolitan Highway Corp.. (Reports)

• Cubrinovski M. (2001) Behaviour of piles in liquefied soils undergoing lateral spreading: three-layer model.High-Pressure Gas Safety Institute of Japan/Kiso-Jiban Consultants Co Ltd. Commissioned by High-Pressure Gas Safety Institute of Japan. 1-158. (Reports)

• Cubrinovski M. and Ishihara K. (2001) Empirical Correlation between SPT N-Value and Relative Density for Sandy Soils (closure). Soils and Foundations 41(1): 124. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (2001) Analysis of the performance of an oil-tank pile foundation in liquefied deposits. In : 6pp. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K.. (2001) Correlation between penetration resistance and relative density of sandy soils. In : 393-396. (Conference Contributions - Published)

• Cubrinovski M. and Yamamoto Y. (2001) Assessment of design response spectra for LNG Tank in Dahej (India) by site response analyses.Kiso-Jiban Consultants Co. Ltd, Japan. Commissioned by Ishikawajima-Harima Heavy Industries Co., Japan. (Reports)

• Cubrinovski M., Ishihara K. and Kijima T.. (2001) Effects of liquefaction on seismic response of a storage tank on pile foundations. In 6(15): 6pp. (Conference Contributions - Published)

• Kamei M., Sakai K., Cubrinovski M. and Ishihara K.. (2001) Evaluating the effects of countermeasures against soil liquefaction by an effective stress analysis. In. (Conference Contributions - Published)

• Cubrinovski M. (2000) Behaviour of piles in liquefied soils undergoing lateral spreading: Closed-form solutions for simplified analysis.High-Pressure Gas Safety Institute of Japan/Kiso-Jiban Consultants Co Ltd. Commissioned by High-Pressure Gas Safety Institute of Japan. 1-334. (Reports)

• Cubrinovski M. (2000) Full-scale tests on piles subjected to lateral spreading of liquefied soils utilizing large-scale shake table.Japan Electric Power Civil Engineering Association. 79-156. (Reports)

• Cubrinovski M. and Ishihara K. (2000) Flow Potential of Sandy Soils with Different Grain Compositions. Soils and Foundations 40(4): 103-119. (Journal Articles)

• Cubrinovski M. and Ishihara K. (2000) State Concept and Modified Elastoplasticity for Sand Modelling (closure). Soils and Foundations 40(2): 124-125. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (2000) Flow potential of sandy soil deposits. In. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K.. (2000) Flow potential of sandy soils. In : 6pp. (Conference Contributions - Published)

• Cubrinovski M. and Morimoto I. (2000) Analysis of results of large-scale shake table tests on buried pipes in liquefied soil.KJTR, March 2000 (Taisei Kikou Co., Japan). Commissioned by Taisei Kikou Co. 305pp. (Reports)

• Cubrinovski M., Ishihara K. and Furukawazono K.. (2000) Analysis of two case histories on liquefaction of reclaimed deposits. In Proceedings of 12WCEE 2000(1618): 8pp. (Conference Contributions - Published)

• Cubrinovski M.. (2000) SPT-Criteria for undrained flow of sandy soils. In : 71-74. (Conference Contributions - Published)

• Funahara H., Nanai S., Fujii S., Cubrinovski M. and Ishihara K.. (2000) A study on three dimensional effects on pile foundation in liquefied ground. In. (Conference Contributions - Published)

• Hyodo J., Ishihara K., Cubrinovski M. and Kijima T.. (2000) Behaviour of piles subjected to lateral spreading of liquefied soils. In. (Conference Contributions - Published)

• Ishihara K. and Cubrinovski M.. (2000) Performance of quay wall structures during the 1995 Kobe earthquake. In Proceedings of the International Conference Offshore and Nearshore Geotechnical Engineering: 23-34. (Conference Contributions - Published)

• Ishihara K., Cubrinovski M. and Nonaka T. (2000) Characterization of Undrained Behaviour of Soils in the Reclaimed Area of Kobe (Closure). Soils and Foundations 40(2): 121-123. (Journal Articles)

• Kamei M. and Cubrinovski M. (2000) Evaluation of liquefaction induced settlements for Universal Studios site in Osaka, Japan.Kiso-Jiban Consultants Co. Ltd, Japan. Commissioned by EQE International. (Reports)

• Morimoto I., Cubrinovski M., Yamamoto Y. and Kamei M. (2000) Reconnaissance report on 2000 Totori earthquake-in Japanese.Kiso-Jiban Consultants Co Ltd. 1-53. (Reports)

• Cubrinovski M. and Ishihara K. (1999) Empirical correlation between SPT N-value and relative density for sandy soils. Soils and Foundations 39(5): 61-71. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (1999) Relationship between SPT N-value and relative density for sandy soils. In. (Conference Contributions - Published)

• Cubrinovski M. and Sakajo S. (1999) A study on the seismic safety margin in the earthquake resistant design of structures.Kiso-Jiban Consultants Co. Ltd, Japan. Commissioned by Tokyo Electric Power Company. (Reports)

• Cubrinovski M., Ishihara K. and Furukawazono K.. (1999) Analysis of full-scale tests on piles in deposits subjected to liquefaction. In : 6pp. (Conference Contributions - Published)

• Cubrinovski M., Ishihara K. and Furukawazono K.. (1999) Analysis of full-scale tests on piles in deposits subjected to liquefaction. In EARTHQUAKE GEOTECHNICAL ENGINEERING, VOLS 1-3: 567-572. (Conference Contributions - Published)

• Cubrinovski M.. (1999) Correlation between relative density and SPT resistance of sandy soils. In. (Conference Contributions - Published)

• Furukawazono K., Ishihara K., Cubrinovski M. and Hyodo J.. (1999) Large scale shaking table tests on pile foundations: (Part 2) Effective stress analysis. In. (Conference Contributions - Published)

• Hyodo J., Ishihara K., Cubrinovski M. and Furukawazono K.. (1999) Large scale shaking table tests on pile foundations: (Part 1) Soil-pile interaction. In. (Conference Contributions - Published)

• Hyodo J., Ishihara K., Cubrinovski M. and Furukawazono K.. (1999) Quantification of pile-soil interaction for large-scale shaking table tests on pile foundations. In. (Conference Contributions - Published)

• Omata M., Ishihara K., Cubrinovski M. and Furukawazono K.. (1999) The investigation into the soil behavior during liquefaction at improved and unimproved grounds at Kobe Port Island by means of effective stress analysis (Part.1): ground modelling. In. (Conference Contributions - Published)

• Omata M., Ishihara K., Cubrinovski M. and Furukawazono K.. (1999) The investigation into the soil behavior during liquefaction at improved and unimproved grounds at Kobe Port Island by means of effective stress analysis (Part.2): numerical analysis. In. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K. (1998) Modelling of sand behaviour based on state concept. Soils and Foundations 38(3): 115-127. (Journal Articles)

• Cubrinovski M. and Ishihara K. (1998) State concept and modified elastoplasticity for sand modelling. Soils and Foundations 38(4): 213-225. (Journal Articles)

• Cubrinovski M. and Ishihara K.. (1998) Pile response to liquefaction induced lateral spreading: Back-calculation of soil spring constants from case histories. In. (Conference Contributions - Published)

• Cubrinovski M. and Kamei M. (1998) Effective stress analysis of large-scale shake table tests on piles in liquefied soil (NIED Tsukuba 1997).Kiso-Jiban Consultants Co. Ltd, Japan. Commissioned by High-Pressure Gas Safety Institute of Japan. (Reports)

• Cubrinovski M. and Kamei M.. (1998) Undrained behaviour of Masado soils. In : 115-118. (Conference Contributions - Published)

• Cubrinovski M. and Kamei M.. (1998) Undrained behaviour of Masado soils. In. (Conference Contributions - Published)

• Cubrinovski M., Ishihara K. and Hatano M.. (1998) Effective stress analysis of seismic vertical array sites in Kobe. In. (Conference Contributions - Published)

• Fujii S., Cubrinovski M., Tokimatsu K. and Hayashi T. (1998) Analyses of damaged and undamaged pile foundations in liquefied soils during the 1995 Kobe earthquake. Geotechnical Earthquake Engineerig and Soil Dynamics III (GSP 75) : 1187-1198. (Journal Articles)

• Furukawazono K., Ishihara K., Cubrinovski M. and Hatano M.. (1998) Effective stress analysis of large scale shaking tests on pile foundations: Modelling of constitutive behaviour of soil. In. (Conference Contributions - Published)

• Hatano M., Ishihara K., Cubrinovski M. and Furukawazono K.. (1998) Effective stress analysis of large scale shaking tests on pile foundations: Analytical results. In. (Conference Contributions - Published)

• Ishihara K. and Cubrinovski M. (1998) Problems associated with liquefaction and lateral spreading during earthquakes. Geotechnial Earthquake Engineering and Soil Dynamics III (GSP 75) : 301-312. (Journal Articles)

• Ishihara K. and Cubrinovski M.. (1998) Performance of large-diameter piles subjected to lateral spreading of liquefied deposits. In : 14pp. (Conference Contributions - Published)

• Ishihara K. and Cubrinovski M.. (1998) Soil-pile interaction in liquefied deposits undergoing lateral spreading. In. (Conference Contributions - Published)

• Ishihara K., Cubrinovski M. and Nonaka T. (1998) Characterization of undrained behaviour of soils in the reclaimed area of Kobe. Soils and Foundations Special Issue: 33-46. (Journal Articles)

• Ishihara K., Cubrinovski M., Hatano M. and Furukawazono K.. (1998) Effective stress analysis of large scale shaking tests on pile foundations. In. (Conference Contributions - Published)

• Cubrinovski M. and Goto S. (1997) Seismic evaluation of a potential Nuclear Power Plant site by an effective stress analysis.Taisei Corporation. Commissioned by Japan Atomic Power Company. (Reports)

• Cubrinovski M. and Ishihara K. (1997) Liquefaction analysis with the Stress-Density Model: Specific features and performance of the model.Technology Research Center, Taisei Corporation. 73-78. (Reports)

• Cubrinovski M., Funahara H., Kitazawa K. and Fujii S.. (1997) On numerical modeling of pile foundations in 2-d fem effective stress analysis. Part 2: Centrifuge test results. In. (Conference Contributions - Published)

• Cubrinovski M., Goto S., Sugihara S. and Sueoka T.. (1997) Comparison between effective stress, total stress and equivalent linear method for seismic ground analysis: Part 1 - constitutive soil modelling. In : 885-886. (Conference Contributions - Published)

• Cubrinovski M., Ishihara K., Fujii S. and Funahara H. (1997) Liquefaction analysis with the Stress-Density Model: Assessment of the Port Island liquefaction caused by the Kobe earthquake.Technology Reserach Center, Taisei Corporation. 79-86. (Reports)

• Fujii S., Cubrinovski M. and Yamaguchi J.. (1997) Stress analysis of a pile foundation on a liquefied ground using a seismic deformation method. In. (Conference Contributions - Published)

• Fujii S., Cubrinovski M., Hayashi T., Shimazu S. and Tokimatsu K.. (1997) Response analysis of buildings with a pile foundation on a liquefied ground (analysis of a damaged and an undamaged buildings during the Hyogoken-Nanbu earthquake. In. (Conference Contributions - Published)

• Funahara H., Cubrinovski M. and Fujii S.. (1997) Seismic response analysis of a soft cohesive ground. In. (Conference Contributions - Published)

• Funahara H., Cubrinovski M., Fujii S. and Kitazawa K.. (1997) Numerical modeling of pile foundations in 2-d effective stress fem analysis. Part 2: Simulation of centrifuge test results. In. (Conference Contributions - Published)

• Funahara H., Cubrinovski M., Kitazawa K. and Fujii S.. (1997) On numerical modeling of pile foundations in 2-d fem effective stress analysis. Part 1: Centrifuge models and testing procedures. In. (Conference Contributions - Published)

• Goto S., Cubrinovski M., Sugihara S. and Sueoka T.. (1997) Comparison between effective stress, total stress and equivalent linear method for seismic ground analysis: Part 2 - analysis results. In : 887-888. (Conference Contributions - Published)

• Goto S., Morii H., Cubrinovski M. and Sueoka S.. (1997) Mechanical characteristics of Masado soil and simulations by an effective stress model. In : 473-476. (Conference Contributions - Published)

• Hatano M., Ishihara C., Cubrinovski M. and Sueoka T.. (1997) Numerical simulation of large scale shake table test on pile foundation. In. (Conference Contributions - Published)

• Hatano M., Ishihara K., Cubrinovski M. and Kamei M.. (1997) Large-scale shake table test for foundations and buried structures: numerical simulation of liquefaction in large laminar box model test. In. (Conference Contributions - Published)

• Kitazawa K., Funahara H., Cubrinovski M. and Fujii S.. (1997) Numerical modeling of pile foundations in 2-d effective stress fem analysis. Part 1: Centrifuge tests on soil-pile models. In. (Conference Contributions - Published)

• Togashi K., Nakafusa S., Goto S., Cubrinovski M., Sugihara Y. and Suzuki S.. (1997) Comparison between effective stress and total stress methods for seismic ground analysis. In. (Conference Contributions - Published)

• Yamaguchi J., Fujii S., Nagao T. and Cubrinovski M.. (1997) Development of analysis about liquefaction resistance by soil cement columns. In. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K.. (1996) Assessment of the Kobe Port Island liquefaction through analytical simulation of the vertical array records", Proc. of Memorial Symposium on the Kobe Earthquake. In. (Conference Contributions - Published)

• Cubrinovski M., Fujii S. and Funahara H. (1996) Development of numerical procedures for response analysis of buildings on liquefiable soil: Analysis guidelines.Taisei Corporation. 65pp. (Reports)

• Cubrinovski M., Ishihara K. and Tanizawa F.. (1996) Numerical simulation of the Kobe Port Island liquefaction. In. (Conference Contributions - Published)

• Fujii S. and Cubrinovski M. (1996) Chiyoda Engineering Center: Evaluation of effects of countermeasures against liquefaction on pile foundations of base-isolated building.Taisei Corporation. Commissioned by Taisei Corporation. (Reports)

• Fujii S. and Cubrinovski M.. (1996) Response analysis of pile foundation which was damaged due to liquefaction. In. (Conference Contributions - Published)

• Fujii S., Cubrinovski M., Hayashi T., Shimazu S. and Tokimatsu K.. (1996) An investigation of the damage to the piles of government office buildings which was suffered from the 1995 Hyogoken-Nanbu earthquake (Part 3. Dynamic analysis of soil-pile-building model by effective stress finite element method). In. (Conference Contributions - Published)

• Fujii S., Nagataki Y., Cubrinovski M., Funahara H. and Yamaguchi J. (1996) Response analysis and strengthening of building with pile foundation which was damaged from the Hyogoken-Nanbu earthquake. Tsuchi-to-Kiso (Soils and Foundations) 44(3): 31-33. (Journal Articles)

• Fujii., s., Funahara., H., Cubrinovski. and M. (1996) Nonlinear seismic response analyses of soft soil site in Machiya, Tokyo.Taisei Corporation. Commissioned by Taisei Corporation, Japan. (Reports)

• Goto S., Cubrinovski M., Morii Y. and Sueoka T.. (1996) Liquefaction characteristics of decomposed granite soil (Masado) and its numerical simulation. In. (Conference Contributions - Published)

• Tateishi A. and Cubrinovski M. (1996) Effective stress analysis of an industrial site in Wakayama.Taisei Corporation. Commissioned by Taisei Corporation, Civil Engineering Design Department (CEDD). (Reports)

• Yamaguchi J., Fujii S., Cubrinovski M., Hayashi T., Shimazu S. and Tokimatsu K.. (1996) An investigation of the damage to the piles of government office buildings which was suffered from the 1995 Hyogoken-Nanbu earthquake (Part 4. Stress analysis of pile by seismic deformation method). In. (Conference Contributions - Published)

• Cubrinovski M. and Fujii S. (1995) Evaluation of countermeasures against liquefaction for A. B. Research Center in Chiba.Taisei Corporation. Commissioned by Taisei Corporation, Japan. (Reports)

• Cubrinovski M. and Ishihara K.. (1995) An effective stress analysis of the liquefaction at Kobe Port Island, AWARDED PAPER. In. (Conference Contributions - Published)

• Cubrinovski M. and Tateishi A. (1995) Liquefaction analysis of an oil-tank in the Kawasaki area.Taisei Corporation. Commissioned by Taisei Corporation, CEDD, Japan. (Reports)

• Cubrinovski M., Fujii S. and Funahara H. (1995) Development of numerical procedure for seismic analysis of buildings in liquefiable soils.Taisei Corporation. 105pp. (Reports)

• Cubrinovski M., Ishihara K. and Higuchi Y.. (1995) Verification of a constitutive model for sand by seismic centrifuge tests. In. (Conference Contributions - Published)

• Fujii S., Cubrinovski M. and Yamaguchi J. (1995) Kawasaki H.I. Kobe Factory: Evaluation of safety of pile foundations in liquefiable soil.Taisei Corporation. Commissioned by Taisei Corporation. (Reports)

• Fujii S., Nagataki Y., Cubrinovski M., Funahara H. and Yamaguchi J.. (1995) Response analysis and strengthening of building with pile foundation which was damaged from the Hyogoken-Nambu earthquake. In (28): 57-64. (Conference Contributions - Published)

• Fujii S., Yamaguchi J., Funahara H. and Cubrinovski M.. (1995) Numerical analyses of piles that were damaged due to soil liquefaction during Hyogoken-Nanbu earthquake, Part 1: Seismic deformation method. In. (Conference Contributions - Published)

• Funahara H., Cubrinovski M. and Fujii S.. (1995) Numerical analyses of piles that were damaged due to soil liquefaction during Hyogoken-Nanbu Earthquake, Part 2: Effective stress analysis of soil-pile-structure interaction system. In. (Conference Contributions - Published)

• Sueoka T., Fujii S. and Cubrinovski M. (1995) Reconnaissance report on the 1995 Kobe earthquake.Technology Research Center, Taisei Corporation. 1-74. (Reports)

• Sueoka T., Fujii S. and Cubrinovski M. (1995) Response analysis of a building supported on pile foundations which was damaged due to liquefaction during the 1995 Kobe earthquake.Taisei Corporation. Commissioned by Taisei Corporation, Japan. (Reports)

• Sueoka T., Fujiii S. and Cubrinovski M. (1995) Great Hanshin-Awaji Disaster (1995 Kobe earthquake): Technical report on liquefaction and related damage to structures.Taisei Corporation. Commissioned by Taisei Corporation, Japan. (Reports)

• Cubrinovski M. and Ishihara K.. (1994) A constitutive model for sandy soils and its application to seismic response analysis. In. (Conference Contributions - Published)

• Cubrinovski M. and Ishihara K.. (1994) Stress-dilatancy relationships derived from undrained torsional shear tests. In. (Conference Contributions - Published)

• Fujii S., Cubrinovski M. and Funahara H.. (1994) Effective stress analysis of soil-structure model, Part 1: Simulation of seismic centrifuge test. In. (Conference Contributions - Published)

• Fujii S., Cubrinovski M., Funahara H. and Yamaguchi J.. (1994) Seismic response analysis of building by effective stress method. In (27): 425-430. (Conference Contributions - Published)

• Yamaguchi J., Cubrinovski M. and Fujii S.. (1994) Effective stress analysis of soil-structure model, Part 2: Simulation of soil-pile-structure system. In. (Conference Contributions - Published)

• Cubrinovski M. (1993) A Constitutive Model For Sandy Soils Based On A Stress-dependent Density Parameter. Tokyo, Japan. University of Tokyo. (Theses / Dissertations)

• Cubrinovski M. and Ishihara K.. (1993) Stress-strain model for sandy soils with density-stress dependent parameters. In. (Conference Contributions - Published)

• Ishihara K., Cubrinovski M., Tsujino S. and Yoshida N.. (1993) Numerical prediction for Model No. 1," VELACS-Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems. In. (Conference Contributions - Published)

• ISHIHARA K., CUBRINOVSKI M., TSUJINO S. and YOSHIDA N.. (1993) NUMERICAL PREDICTION FOR MODEL-1. In VERIFICATION OF NUMERICAL PROCEDURES FOR THE ANALYSIS OF SOIL LIQUEFACTION PROBLEMS, VOL 1: 129-139. (Conference Contributions - Published)

• Cubrinovski M., Ishihara K. and Yoshimine M.. (1992) Effect of mean principal stress level on drained torsional shear behaviour of sandy soils. In. (Conference Contributions - Published)

• Talaganov K. and Cubrinovski M.. (1991) Soil-structure interaction effects based on recorded strong motions during earthquakes. In. (Conference Contributions - Published)

• TALAGANOV K., ZAFIROVA I. and CUBRINOVSKI M.. (1991) NONLINEAR SOIL DYNAMIC-MODELS BASED ON PERFORMED LABORATORY TESTS. In STRUCTURAL DYNAMICS, VOLS 1 AND 2: 273-280. (Conference Contributions - Published)

• Talaganov K., Zafirova I. and Cubrinovski M.. (1991) Nonlinear soil models based on laboratory tests. In : 273-280. (Conference Contributions - Published)

• Talaganov K. and Cubrinovski M.. (1990) Comparative soil-structure interaction analyses based on strong motion records. In. (Conference Contributions - Published)

• Petrovski D., Talaganov K. and Cubrinovski M. (1989) Re-evaluation of seismic design parameters for Nuclear Power Plant Krsko: Characteristics of the ground motion for average soil conditions and definition of free field motion.Commissioned by NPP Krsko, Slovenia seismology (IZIIS), Skopje, Macedonia. (Reports)

• Petrovski J. and Cubrinovski M. (1989) Study of the influence of dynamic soil response on modification of ground motion and soil-structure interaction: Comparison of results from analytical and experimental investigations of foundation for generation of forced vibrations.Commissioned by IZIIS, Skopje. (Reports)

• Talaganov K., Aleksovski D. and Cubrinovski M. (1989) Seismic microzonation of Tuzla City.Commissioned by IZIIS, Skopje, Macedonia. (Reports)

• Cubrinovski M. and Talaganov K. (1988) Analysis of seismic slope stability and effects on Melnicki Bridge Pier.IZIIS 88-53. Commissioned by IZIIS, Skopje, Macedonia. (Reports)

• Kladek I. and Cubrinovski M. (1988) Buried structures under explosion excitation: Soil-structure interaction.Commissioned by IZIIS< Skopje, Macedonia. (Reports)

• Petrovski D., Talaganov K. and Cubrinovski M. (1987) Bid evaluation for Nuclear Power Plant Prevlaka: Evaluation of dynamic analyses and floor response spectra.Commissioned by NPP Prevlaka, croatia. (Reports)

• Milutinovik Z. and cubrinovski M. (1986) Experimental and analytical investigations for evaluation of seismic design parameters of Nuclear Power Plant Belene site from Nish strong motion records.Commissioned by NPP Belene, Bulgaria. (Reports)

• Paskalov T. and Cubrinovski M. (1986) Building Complex Ohridati: Seismic hazard and seismic design parameters.Commissioned by IZIIS, Skopje, Macedonia. (Reports)

• Milutinovik Z. and Cubrinovski M. (1985) Assessment of feasibility of pile foundations for Nuclear Power Plant Prevlaka.Commissioned by NPP Prevlaka, Croatia. (Reports)

• Petrovski D., Talaganov K. and Cubrinovski M. (1985) Foundation studies of Nuclear Power Plant Prevlaka: Dynamic analysis of foundation of turbine building.Commissioned by NPP Prevlaka, Croatia. (Reports)

• Petrovski D., Talaganov K. and Cubrinovski M. (1985) Foundation studies of Nuclear Power Plant Prevlaka: Dynamic analysis of foundation of water cooling tower.Commissioned by NPP pRevlaka, Croatia. (Reports)

• Petrovski D., Talaganov K. and Cubrinovski M. (1985) Foundation studies of Nuclear Power Plant Prevlaka:Dynamic analysis of foundation of reactor building.Commissioned by NPP Prevlaka, Croatia. (Reports)

• Petrovski D., Talaganov K. and Cubrinovski M. (1984) Definition of seismic parameters and liquefaction potential for the Nuclear Power Plant Prevlaka site.Commissioned by NPP Prevlaka, croatia. (Reports)

• Mihailov V., Talaganov K. and Cubrinovski M. (1983) Water-Power Plant Fala: Seismic parameters for design and seismic analysis of dam and accompanying structures.Commissioned by WPP Fala, Slovenia. (Reports)

Editorial Work

• Bulletin of the New Zealand Society for Earthquake Engineering Editor, Special Issue ( 2009 )
• Bulletin of the New Zealand Society for Earthquake Engineering Editorial Board Member ( 2013 - 2017)
• Earthquake Spectra Editor, Special Issue ( 2012 - 2014)
• Geotechnical Earthquake Engineering Editor ( 2006 )
• Issue Editor of Tsuchi-to-Kiso, Japanese Edition of Soils and Foundations Journal: Vol.49, No.11, 2001; Vol.50, No.11, 2002; Vol.51, No.11, ( 2000 - 2005)
• Soil Dynamics and Earthquake Engineering Editorial Board Member ( 2009 - 2021)
• Tsuchi-to-Kiso, Japanese Edition of Soils and Foundations Journal Editorial Board Member ( 2000 - 2005)
• Soil Dynamics and Earthquake Engineering Associate Editor ( 2016 - 2021)

Review and Refereeing

• American Society of Civil Engineers ( 2000 - 2005)
• Canadian Geotechnical Journal ( 2006 - 2021)
• Canadian Geotechnical Journal ( 1998 - 2021)
• Earthquake Commission New Zealand (EQC) ( 2007 - 2021)
• Earthquake Engineering and Structural Dynamics ( 1998 - 2021)
• Geotechnical Testing Journal ( 2006 - 2021)
• Geotechnical Testing Journal ( 1998 - 2021)
• Geotechnique ( 2006 - 2021)
• Japanese Geotechnical Society ( 2000 - 2005)
• Journal of Earthquake Engineering ( 2000 - 2005)
• Journal of Earthquake Engineering ( 2006 - 2021)
• Journal of Earthquake Engineering ( 2000 - 2005)
• Journal of Earthquake Engineering ( 1998 - 2021)
• Journal of Geotechnical and Geoenvironmental Engineering - ASCE ( 1998 - 2021)
• Journal of Geotechnical and Geoenvironmental Engineering - ASCE ( 2000 - 2005)
• Journal of Geotechnical and Geoenvironmental Engineering - ASCE ( 2006 - 2021)
• SDEE Earthquake Engineering and Structural Dynamics ( 2006 - 2021)
• Soil Dynamics and Earthquake Engineering ( 2000 - 2005)
• Soil Dynamics and Earthquake Engineering ( 1998 - 2021)
• Soils and Foundations ( 2006 - 2021)
• Soils and Foundations ( 2000 - 2005)
• Soils and Foundations ( 1998 - 2021)