A rational construction method and deformation control system of tunnelling in extremely soft and fractured chlorite schist medium-Reference-Cited by-同舟云学术

A rational construction method and deformation control system of tunnelling in extremely soft and fractured chlorite schist medium

Published:2024-01 Issue: Volume:143 Page:105472
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liu Weiwei,Chen Jianxun,Chen Lijun,Luo Yanbin,Shang Qingchen,Zhang Lixin,Gao Shangkun,Jia Haiyang

Funder

National Natural Science Foundation of China

Chang'an University

Fundamental Research Funds for the Central Universities

Natural Science Basic Research Program of Shaanxi Province

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference36 articles.

1. Time-dependent behavior of the tunnels in squeezing ground: an experimental study;Arora;Rock Mech. Rock Eng.,2021

2. Barla, G., Borgna, S., 1999. Tunnelling in Squeezing Rock Conditions. In: Proceeding of the International Conference on Rock Engineering Techniques for Site Charactersation, Bangalore, India.

3. Analysis of the behaviour of a yield-control support system in squeezing rock;Barla;Tunn. Undergr. Space Technol.,2011

4. Deformation law and reasonable reserved deformation of deep large-span chlorite schist tunnel;Chen;China J. Highw. Transp.,2021

5. In-situ experimental study on large-deformation control and reasonable support forms for a large-span highway tunnel in chlorite schist;Chen;China J. Highw. Transp.,2020

Cited by 9 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. Experimental study on the influence of extremely broken surrounding rock grade on the mechanical characteristics of tunnels;Physics and Chemistry of the Earth, Parts A/B/C;2024-12

2. Deformation behavior and damage characteristics of surface buildings induced by undercrossing of shallow large-section loess tunnels;Engineering Failure Analysis;2024-08

3. Study on Field Test of Deformation and Stability Control Technology for Shallow Unsymmetrical Loading Section of Super-Large-Span Tunnel Portal;Applied Sciences;2024-07-02

4. Mechanism and prevention of “Closed Door” collapse in tunnel construction: A case study;Engineering Failure Analysis;2024-07

5. Failure mechanism and stability identification of surrounding rock for soft-rock tunnels using long-footage rapid excavation method;Engineering Failure Analysis;2024-04