Formulation of the axisymmetric CPDI with application to pile driving in sand-Reference-Cited by-同舟云学术

Formulation of the axisymmetric CPDI with application to pile driving in sand

Published:2016-04 Issue: Volume:74 Page:141-150
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Hamad Fursan

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference29 articles.

1. Hypoplastic description of the frictional behaviour of contacts;Arnold,2006

2. The material-point method for granular materials;Bardenhagen;Comput Methods Appl Mech Eng,2000

3. An improved contact algorithm for the material point method and application to stress propagation in granular material;Bardenhagen;CMES: Comput Model Eng Sci,2001

4. The generalized interpolation material point method;Bardenhagen;CMES: Comput Model Eng Sci,2004

5. Numerical simulation of pile installation;Dijkstra;Comput Geotech,2011

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