Dong Wang
Dong Wang
Research A/Professor, the Univeristy of Western Australia
Verified email at
Cited by
Cited by
Large deformation finite element analyses in geotechnical engineering
D Wang, B Bienen, M Nazem, Y Tian, J Zheng, T Pucker, MF Randolph
Computers and geotechnics 65, 104-114, 2015
Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay
D Wang, Y Hu, MF Randolph
Journal of geotechnical and geoenvironmental engineering 136 (2), 355-365, 2010
Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement
D Wang, DJ White, MF Randolph
Canadian Geotechnical Journal 47 (8), 842-856, 2010
Particle finite element analysis of large deformation and granular flow problems
X Zhang, K Krabbenhoft, DM Pedroso, AV Lyamin, D Sheng, MV Da Silva, ...
Computers and Geotechnics 54, 133-142, 2013
Predicting the resistance profile of a spudcan penetrating sand overlying clay
P Hu, D Wang, MJ Cassidy, SA Stanier
Canadian Geotechnical Journal 51 (10), 1151-1164, 2014
A plasticity model to assess the keying of plate anchors
MJ Cassidy, C Gaudin, MF Randolph, PC Wong, D Wang, Y Tian
Géotechnique 62 (9), 825-836, 2012
A simple implementation of RITSS and its application in large deformation analysis
Y Tian, MJ Cassidy, MF Randolph, D Wang, C Gaudin
Computers and Geotechnics 56, 160-167, 2014
Predicting peak resistance of spudcan penetrating sand overlying clay
P Hu, SA Stanier, MJ Cassidy, D Wang
Journal of Geotechnical and Geoenvironmental Engineering 140 (2), 04013009, 2014
Keying of rectangular plate anchors in normally consolidated clays
D Wang, Y Hu, MF Randolph
Journal of Geotechnical and Geoenvironmental Engineering 137 (12), 1244-1253, 2011
A dynamic large deformation finite element method based on mesh regeneration
D Wang, MF Randolph, DJ White
Computers and Geotechnics 54, 192-201, 2013
Uplift behaviour of helical anchors in clay
D Wang, RS Merifield, C Gaudin
Canadian Geotechnical Journal 50 (6), 575-584, 2013
Investigation of impact forces on pipeline by submarine landslide using material point method
Y Dong, D Wang, MF Randolph
Ocean Engineering 146, 21-28, 2017
Numerical investigation of dynamic installation of torpedo anchors in clay
YH Kim, MS Hossain, D Wang, MF Randolph
Ocean Engineering 108, 820-832, 2015
A new contact algorithm in the material point method for geotechnical simulations
J Ma, D Wang, MF Randolph
International Journal for Numerical and Analytical Methods in Geomechanics …, 2014
Effect of strain rate and strain softening on embedment depth of a torpedo anchor in clay
YH Kim, MS Hossain, D Wang
Ocean Engineering 108, 704-715, 2015
Assessing the punch-through hazard of a spudcan on sand overlying clay
P Hu, D Wang, SA Stanier, MJ Cassidy
Géotechnique 65 (11), 883-896, 2015
Numerical simulation of piezocone dissipation test in clays
H Mahmoodzadeh, MF Randolph, D Wang
Géotechnique 64 (8), 657-666, 2014
Catastrophic failure in planar landslides with a fully softened weak zone
W Zhang, D Wang, MF Randolph, AM Puzrin
Géotechnique 65 (9), 755-769, 2015
栾茂田, 郭莹, 李木国, 王静, 王栋, 崇金
大连理工大学学报 43 (5), 670-675, 2003
Capacity of dynamically installed anchors as assessed through field testing and three-dimensional large-deformation finite element analyses
C O’beirne, CD O’Loughlin, D Wang, C Gaudin
Canadian Geotechnical Journal 52 (5), 548-562, 2015
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