Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution-Reference-Cited by-同舟云学术

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Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution

Published:2023-08 Issue: Volume:160 Page:105521
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Minsheng,Wang Chaoqun,Kouretzis George,Luan Lubao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference49 articles.

1. The quasi-static finite cavity expansion in a non-standard elasto-plastic medium;Bigoni;Int. J. Mech. Sci.,1989

2. Undrained cavity expansion in modified Cam clay I: Theoretical analysis;Cao;Geotechnique,2001

3. Cavity expansion in cohesive frictional soils;Carter;Geotechnique,1986

4. Numerical study of partially drained penetration and pore pressure dissipation in piezocone test;Ceccato;Acta Geotech.,2017

5. Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test;Chang;Geotechnique,2001

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis of undrained cylindrical cavity expansion in rate-dependent soil;Computers and Geotechnics;2024-04

2. Numerical Simulation and Analytical Coupling Study on Cavity Expansion of Solid Materials;2024

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