Face stability analysis of tunnels in saturated soil considering soil-fluid coupling effect via material point method-Reference-Cited by-同舟云学术

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Face stability analysis of tunnels in saturated soil considering soil-fluid coupling effect via material point method

Published:2023-09 Issue: Volume:161 Page:105592
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Tu Shiqin,Li Wei,Zhang Chengping,Wang Libin,Wang Saixu,Zhao Yuanhao,Wu Jinping

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Natural Science Foundation of Beijing Municipality

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference71 articles.

1. Evaluation of tunnel face stability by transparent soil models;Ahmed;Tunn. Undergr. Space Technol.,2012

2. The contribution of horizontal arching to tunnel face stability;Anagnostou;geotechnik,2012

3. Face stability conditions with earth-pressure-balanced shields;Anagnostou;Tunn. Undergr. Space Technol.,1996

4. The Face Stability of Slurry-shield-driven Tunnels;Anagnostou;Tunn. Undergr. Space Technol.,1994

5. Anura3D, 2022. Anura3D MPM software. http://www.anura3d.com.

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