A numerical investigation on undrained expansion of a cylindrical cavity under biaxial in situ stresses using anisotropic S‐CLAY1 model-Reference-Cited by-同舟云学术

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A numerical investigation on undrained expansion of a cylindrical cavity under biaxial in situ stresses using anisotropic S‐CLAY1 model

Published:2022-10-19 Issue:18 Volume:46 Page:3402-3424
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Wang Hui¹,Li Lin²^ORCID,Li Jingpei¹

Affiliation:

1. Department of Geotechnical Engineering Tongji University Shanghai China

2. School of Highway Chang'an University Xi'an China

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3455

Reference53 articles.

1. Cavity Expansion Methods in Geomechanics

2. Science and empiricism in pile foundation design

3. Driven piles in clay—the effects of installation and subsequent consolidation

4. Lateral Displacement of Ground Caused by Soil–Cement Column Installation

5. Evolution of mechanical properties of soils subsequent to a pile jacked in natural saturated clays

Cited by 1 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. A hybrid Eulerian–Lagrangian approach for non-self-similar expansion analysis of a cylindrical cavity in saturated and unsaturated critical state soils;Acta Geotechnica;2024-01-29

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