Long-term mechanical analysis of tunnel structures in rheological rock considering the degradation of primary lining-Reference-Cited by-同舟云学术

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Long-term mechanical analysis of tunnel structures in rheological rock considering the degradation of primary lining

Published:2023-06 Issue: Volume:10 Page:217-232
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Liu Chang,Zhang Dingli,Zhang Sulei,Fang Qian,Sun Zhenyu

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Investigation on inspection scheduling for the maintenance of tunnel with different degradation modes;Ai;Tunnelling and Underground Space Technology,2020

2. Back analysis of closure parameters of panet equation and Burger’s model of Babolak water tunnel conveyance;Asadollahpour;International Journal of Rock Mechanics and Mining Sciences,2014

3. Time-dependent modeling of tunnels in squeezing conditions;Barla;International Journal of Geomechanics,2012

4. Time-dependent resistance deterioration in probabilistic structural systems;Chan;Civil Engineering Systems,1995

5. Coupled analytical solutions for deep-buried circular lined tunnels considering tunnel face advancement and soft rock rheology effects;Chu;Tunnelling and Underground Space Technology,2019

Cited by 10 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. Analytical Model of Mechanical Responses of Circular Tunnels Considering Rheological Behavior of Surrounding Rock and Functionally Graded Lining;Applied Sciences;2024-08-23

2. Formation estimation and evolution mechanism of the pressure arch for non-circular tunnels under asymmetrical stress field;Science China Technological Sciences;2024-08-21

3. Long-term safety evaluation of soft rock tunnel structure based on knowledge decision-making and data-driven models;Computers and Geotechnics;2024-05

4. A Preliminary Study on the Detections of Potential Support Degradation in Deep Hydraulic Tunnels;Rock Mechanics and Rock Engineering;2024-04-21

5. A New Method for Calculating the Load Shared by the Primary Support of Deep-Buried Rheological Soft Rock Tunnels by Considering the Flexible Primary Support;International Journal of Applied Mechanics;2024-02-23

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