Modelling the Cone Penetration Test in sand using Cavity Expansion and Arbitrary Lagrangian Eulerian Finite Element Methods-Reference-Cited by-同舟云学术

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

Published:2011-06 Issue:4 Volume:38 Page:482-490
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Tolooiyan A.,Gavin K.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Abaqus, Ver. 6.9. Providence (RI, USA): Dassault Systèmes Simulia Corp.; 2009.

2. Non-linear soil stiffness in routine design;Atkinson;Géotechnique,2000

3. The theory of indentation and hardness tests;Bishop;Proc Phys Soc,1945

4. Determination of the shear stiffness of Dublin boulder clay using geophysical techniques;Donohue,2003

5. Effect of friction fatigue on pile capacity in dense sand;Gavin;J Geotech Geoenviron Eng,2007

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