Stability of Asymmetric Parallel Tunnels in Cohesive-Frictional Soils-Reference-Cited by-同舟云学术

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Stability of Asymmetric Parallel Tunnels in Cohesive-Frictional Soils

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yao¹,Cheng Zhouyang²,Hou Zhenkun³,Zhang Rui⁴^ORCID

Affiliation:

1. Lecturer, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, PR China.

2. Master’s Candidate, Guangzhou Construction Engineering Co., Ltd., Guangzhou 510030, PR China.

3. Guangzhou Municipal Construction Group Co., Ltd., Guangzhou 510030, PR China.

4. Lecturer, College of Civil Engineering, Changsha Univ., Changsha 410022, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8848

Reference44 articles.

1. Nonlinear analysis of viscoelastic micro-composite beam with geometrical imperfection using FEM: MSGT electro-magneto-elastic bending, buckling and vibration solutions;Alimirzaei S.;Struct. Eng. Mech.,2019

2. A nonlinear optimization procedure for limit analysis;Borges L. A.;Eur. J. Mech. A. Solids,1996

3. Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure

4. Mesh adaptive computation of upper and lower bounds in limit analysis

5. Nonlinear bending analysis of porous sigmoid FGM nanoplate via IGA and nonlocal strain gradient theory;Cuong-Le T.;Adv. Nano Res.,2022

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