Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces-Reference-Cited by-同舟云学术

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Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zou Jin-Feng¹,Li Shi-Wei²^ORCID,Chen Guang-Hui³

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, PR China.

2. Master’s Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, PR China. ORCID: .

3. Lecturer, School of Civil Engineering, Zhengzhou Univ., Zhengzhou, Henan 450001, PR China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9711

Reference48 articles.

1. Effect of strain-dependent dynamic properties of backfill and foundation soil on the external stability of geosynthetic reinforced waterfront retaining structure subjected to harmonic motion

2. Blow-out pressures measured in a centrifuge model and in the field

3. Seismic internal stability of saturated reinforced soil retaining walls using the upper bound theorem of limit analysis

4. Three-dimensional blow-out stability analysis of shield tunnel face in anisotropic and heterogeneous soils

5. Stability Assessments of Reinforced Tunnel Face Using Improved Homogenization Approach

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