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State concept and modified elastoplasticity for sand modellingCUBRINOVSKI, M; ISHIHARA, K.Soils and foundations. 1998, Vol 38, Num 4, pp 213-225, issn 0038-0806Article

Pseudo-static limit analysis by discontinuity layout optimization: Application to seismic analysis of retaining wallsSMITH, C. C; CUBRINOVSKI, M.Soil dynamics and earthquake engineering (1984). 2011, Vol 31, Num 10, pp 1311-1323, issn 0267-7261, 13 p.Article

Empirical correlation between SPT n-value and relative density for sandy soilsCUBRINOVSKI, M; ISHIHARA, K.Soils and foundations. 1999, Vol 39, Num 5, pp 61-71, issn 0038-0806Article

Modelling of sand behaviour based on state conceptCUBRINOVSKI, M; ISHIHARA, K.Soils and foundations. 1998, Vol 38, Num 3, pp 115-127, issn 0038-0806Article

Nonlinear soil dynamic models based on performed laboratory testsTALAGANOV, K; ZAFIROVA, I; CUBRINOVSKI, M et al.European conference on structural dynamics Eurodyn'90. 1991, pp 273-280Conference Paper

Correlation between penetration resistance and relative density of sandy soilsCUBRINOVSKI, M; ISHIHARA, K.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 393-396, isbn 90-2651-853-6, 3VolConference Paper

Seismic 3-D effective stress analysis: constitutive modelling and applicationCUBRINOVSKI, M; ISHIHARA, K; SHIBAYAMA, T et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 913-920, isbn 90-5809-604-1, 8 p.Conference Paper

Impacts of liquefaction on the potable water system of Christchurch in the 2010-2011 Canterbury (NZ) earthquakesCUBRINOVSKI, M; HUGHES, M; O'ROURKE, T. D et al.Journal of water supply : research and technology. AQUA (Print). 2014, Vol 63, Num 2, pp 95-105, issn 1606-9935, 11 p.Conference Paper

Verification of a constitutive model for sand by seismic centrifuge testsCUBRINOVSKI, M; HIGUCHI, Y; ISHIHARA, K et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 669-674, isbn 90-5410-578-X, 2VolConference Paper

Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis : Shaking in the direction of ground flowCUBRINOVSKI, M; UZUOKA, R; SUGITA, H et al.Soil dynamics and earthquake engineering (1984). 2008, Vol 28, Num 6, pp 421-435, issn 0267-7261, 15 p.Article

Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis : Shaking in the direction perpendicular to ground flowUZUOKA, R; CUBRINOVSKI, M; SUGITA, H et al.Soil dynamics and earthquake engineering (1984). 2008, Vol 28, Num 6, pp 436-452, issn 0267-7261, 17 p.Article

Analysis of full-scale tests on piles in deposits subjected to liquefactionCUBRINOVSKI, M; ISHIHARA, K; FURUKAWAZONO, K et al.International Conference on earthquake geotechnical engineering. 1999, pp 567-572, isbn 90-5809-116-3Conference Paper

Assessment of Liquefaction-Induced Land Damage for Residential ChristchurchVAN BALLEGOOY, S; MALAN, P; LACROSSE, V et al.Earthquake spectra. 2014, Vol 30, Num 1, pp 31-55, issn 8755-2930, 25 p.Article

Lateral spreading-induced abutment rotation in the 2011 Christchurch earthquake: observations and analysisHASKELL, J. J. M; MADABHUSHI, S. P. G; CUBRINOVSKI, M et al.Geotechnique. 2013, Vol 63, Num 15, pp 1310-1327, issn 0016-8505, 18 p.Article

Effects of soil―foundation―structure interaction on seismic structural response via robust Monte Carlo simulationMOGHADDASI, M; CUBRINOVSKI, M; CHASE, J. G et al.Engineering structures. 2011, Vol 33, Num 4, pp 1338-1347, issn 0141-0296, 10 p.Article

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