Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidated clay-Reference-Cited by-同舟云学术

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Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidated clay

Published:2016-03 Issue: Volume:73 Page:83-90
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Lin,Li Jingpei,Sun De’an

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Driven piles in clay-the effects of installation and subsequent consolidation;Randolph;Géotechnique,1979

2. Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity;Carter;Int J Numer Anal Meth Geomech,1979

3. Design of driven piles in sand;Randolph;Géotechnique,1994

4. Science and empiricism in pile foundation design;Randolph;Géotechnique,2003

5. Finite cavity expansion in dilatants soils: loading analysis;Yu;Géotechnique,1991

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