Modelling the Cone Penetration Test in sand using Cavity Expansion and Arbitrary Lagrangian Eulerian Finite Element Methods

作者: A. Tolooiyan , K. Gavin

DOI: 10.1016/J.COMPGEO.2011.02.012

关键词:

摘要: … parameters, E 50 which represents the stiffness measured in a … was adopted, the choice of this assigned constant stiffness … to CPT modelling was performed using Abaqus/Explicit. The …

参考文章(22)
Aleksandar Sedmak Vesić, Expansion of Cavities in Infinite Soil Mass Journal of the Soil Mechanics and Foundations Division. ,vol. 98, pp. 265- 290 ,(1972) , 10.1061/JSFEAQ.0001740
Karl Terzaghi, Gholamreza Mesri, Ralph B. Peck, Soil mechanics in engineering practice ,(1948)
John J.M. Powell, Peter Kay Robertson, Tom Lunne, Cone Penetration Testing in Geotechnical Practice ,(1997)
Daichao Sheng, K. Dieter Eigenbrod, Peter Wriggers, Finite element analysis of pile installation using large-slip frictional contact Computers and Geotechnics. ,vol. 32, pp. 17- 26 ,(2005) , 10.1016/J.COMPGEO.2004.10.004
Endra Susila, Roman D. Hryciw, Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 27, pp. 585- 602 ,(2003) , 10.1002/NAG.287
R F Bishop, R Hill, N F Mott, The theory of indentation and hardness tests Proceedings of the Physical Society. ,vol. 57, pp. 147- 159 ,(1945) , 10.1088/0959-5309/57/3/301
Wenxiong Huang, D Sheng, SW Sloan, HS Yu, None, Finite element analysis of cone penetration in cohesionless soil Computers and Geotechnics. ,vol. 31, pp. 517- 528 ,(2004) , 10.1016/J.COMPGEO.2004.09.001
HS Yu, GT Houlsby, None, Finite cavity expansion in dilatant soils: loading analysis Géotechnique. ,vol. 41, pp. 173- 183 ,(1991) , 10.1680/GEOT.1991.41.2.173
HS Yu, LR Herrmann, RW Boulanger, None, Analysis of steady cone penetration in clay Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 126, pp. 594- 605 ,(2000) , 10.1061/(ASCE)1090-0241(2000)126:7(594)
J. H. Atkinson, Non-linear soil stiffness in routine design Géotechnique. ,vol. 50, pp. 487- 508 ,(2000) , 10.1680/GEOT.2000.50.5.487