Numerical simulation of cone penetration testing using a new critical state constitutive model for sand-Reference-Cited by-同舟云学术

Numerical simulation of cone penetration testing using a new critical state constitutive model for sand

Published:2014-03 Issue: Volume:56 Page:50-60
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Kouretzis George P.,Sheng Daichao,Wang Dong

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand;Susila;Int J Numer Anal Meth Geomech,2003

2. Finite element analysis of cone penetration in cohesionless soil;Huang;Comput Geotech,2004

3. Numerical simulation of the installation of a displacement pile in sand;Dijkstra,2007

4. Hu S. Analysis of soil penetrometer using Eulerian finite element method. M.Sc. thesis, Massachusetts Institute of Technology, Cambridge, Massachusetts; 2003.

5. Yi J. Centrifuge and numerical modelling of sand compaction pile installation. Ph.D. thesis, Department of Civil Engineering, National University of Singapore; 2009.

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