Direct Calculation Method for the Analysis of Non-linear Behavior of Ground-Support Interaction of a Circular Tunnel Using Convergence Confinement Approach-Reference-Cited by-同舟云学术

Direct Calculation Method for the Analysis of Non-linear Behavior of Ground-Support Interaction of a Circular Tunnel Using Convergence Confinement Approach

Published:2020-09-11 Issue:2 Volume:39 Page:973-990
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Lee Yu-Lin^ORCID,Hsu Wen-Kuei,Lee Chi-Min,Xin Yi-Xian,Zhou Bo-Yu

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-020-01539-4.pdf

Reference46 articles.

1. AFTES (1983) Recommandations pour l’emploi de la méthode convergence-confinement. Tunn Ouvrages Souterr 59:119–138

2. Alejano LR, Rodriguez-Dono A, Alonso E, Fdez.-Manín G (2011) Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour. Tunn Undergr Space Technol 24:689–705

3. Bernaud D, Rosset G (1996) The new implicit method for tunnel analysis. Int J Numer Anal Methods Geomech 20(9):673–690

4. Brown ET, Bray JW, Ladanyi B, Hoek E (1983) Ground response curves for rock tunnels. J Geotech Eng ASCE 109:15–39

5. Carranza-Torres C (2004) Elasto-plastic solution of tunnel problems using the generalized form of the Hoek–Brown failure criterion. Int J Rock Mech Min Sci 41(3):480–491

Cited by 7 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. Design and Analysis of Shotcrete Lining in Tunnels Under Squeezing Ground Conditions: A Case Study of Atal Tunnel;Geotechnical and Geological Engineering;2024-09-09

2. Explicit Analysis for the Ground Reaction of a Circular Tunnel Excavated in Anisotropic Stress Fields Based on Hoek–Brown Failure Criterion;Mathematics;2024-08-29

3. A new dynamic construction procedure for deep weak rock tunnels considering pre-reinforcement and flexible primary support;GEOMECH ENG;2024

4. An Improved Incremental Procedure for the Ground Reaction Based on Hoek-Brown Failure Criterion in the Tunnel Convergence-Confinement Method;Mathematics;2023-08-03

5. Effect of Overburden Depth and Stress Anisotropy on a Ground Reaction Caused by Advancing Excavation of a Circular Tunnel;Mathematics;2023-01-03