Numerical implementation of a unified critical state soil model into FLAC <sup>3D</sup> and its application to analyse foundation pit excavation problems-Reference-Cited by-同舟云学术

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Numerical implementation of a unified critical state soil model into FLAC ^3D and its application to analyse foundation pit excavation problems

Published:2024-09-11 Issue: Volume: Page:1-16
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Cui Kai¹,Wu Bo-Han¹,Wang Xiao-Wen¹,Yuan Ran²,He Yi³

Affiliation:

1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, China

2. State Key Laboratory of Intelligent Geotechnics and Tunnelling, Southwest Jiaotong University, Chengdu, China

3. Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu, China

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Sichuan Science and Technology Program

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2024.2398237

Reference67 articles.

1. Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach

2. Bounding Surface Plasticity Model for Sands

3. The cone penetration test in sands: part I, state parameter interpretation

4. The cone penetration test in sands: part II, general inference of state

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