Long-term stress monitoring and in-service durability evaluation of a large-span tunnel in squeezing rock-Reference-Cited by-同舟云学术

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Long-term stress monitoring and in-service durability evaluation of a large-span tunnel in squeezing rock

Published:2022-09 Issue: Volume:127 Page:104611
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,Luo Yanbin,Chen Lijun,Zhang Lixin,He Chunlin,Shi Zhou,Xu Zilong,Zhu Haoyang,Hu Taotao,Dong Fangfang

Funder

National Natural Science Foundation of China

Chang'an University

Changjiang Scholar Program of Chinese Ministry of Education

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference37 articles.

1. Optical fibre-based sensor technology for humidity and moisture measurement: review of recent progress;Alwis;Measurement,2013

2. Wireless sensor network for monitoring transport tunnels;Bennett;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering,2010

3. Structural monitoring for the cyclic behaviour of concrete tunnel lining sections using FBG sensors;Bursi;Structural Control and Health Monitoring.,2016

4. Failure mechanisms and modes of tunnels in monoclinic and soft-hard interbedded rocks: a case study;Chen;KSCE J. Civ. Eng.,2020

5. Deformation law and reasonable reserved deformation of deep large-span chlorite schist tunnel;Chen;China Journal of Highway and Transport,2021

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1. Model test and numerical verification of surrounding rock stability of super-large-span and variable-section tunnels;Tunnelling and Underground Space Technology;2024-11

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

3. The creep behaviors of red sandstone in northern Yunnan and its fractional order damage modelling considering relaxation time effect;Bulletin of Engineering Geology and the Environment;2024-07-15

4. Failure Mechanism and Structural Optimization of the Primary Support Structure for Expressway Tunnel in Soft Rock: A Case Study;Periodica Polytechnica Civil Engineering;2024-07-08

5. 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

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