Numerical modeling of pile penetration in silica sands considering the effect of grain breakage-Reference-Cited by-同舟云学术

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Numerical modeling of pile penetration in silica sands considering the effect of grain breakage

Published:2018-05 Issue: Volume:144 Page:15-29
ISSN:0168-874X
Container-title:Finite Elements in Analysis and Design
language:en
Short-container-title:Finite Elements in Analysis and Design

Author:

Jin Yin-Fu,Yin Zhen-Yu,Wu Ze-Xiang,Daouadji Ali

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference57 articles.

1. Numerical simulation of cone penetration testing using a new critical state constitutive model for sand;Kouretzis;Comput. Geotech.,2014

2. Finite element analysis of pile installation using large-slip frictional contact;Sheng;Comput. Geotech.,2005

3. The end-bearing capacity of piles penetrating into crushable soils;Zhang;Geotechnique,2013

4. Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand;Zhang;Géotech. Lett.,2014

5. Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai;Shen;Can. Geotech. J.,2011

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