Influence of cracks at the invert on the mechanical behavior of the tunnel structures-Reference-Cited by-同舟云学术

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Influence of cracks at the invert on the mechanical behavior of the tunnel structures

Published:2021-04 Issue: Volume:161 Page:107405
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Min Bo,Zhang Chengping,Zhu Wenjun,Zhang Xu,Li Pengfei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference72 articles.

1. Face stability analysis of a shallow horseshoe-shaped shield tunnel in clay with a linearly increasing shear strength with depth;Zhang;Tunn. Undergr. Space Technol.,2020

2. Face stability analysis for a shield tunnel in anisotropic sands;Li;Int. J. Geomech.,2020

3. Face stability of a tunnel excavated in saturated nonhomogeneous soils;Zou;Tunn. Undergr. Space Technol.,2019

4. Face stability analysis of shallow circular tunnels in cohesive–frictional soils;Zhang;Tunn. Undergr. Space Technol.,2015

5. Lining crack evolution of an operational tunnel influenced by slope instability;Chiu;Tunn. Undergr. Space Technol.,2017

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1. Failure characteristics and seismic behavior of steel basalt hybrid fiber reinforced concrete lining for the tunnel in strong earthquake areas;Engineering Failure Analysis;2024-08

2. Train Vibration Dynamic Response of Tunnel Invert Under High Geo-Stress;Indian Geotechnical Journal;2024-07-20

3. Deep Learning Enhanced Crack Detection for Tunnel Inspection;International Conference on Transportation and Development 2024;2024-06-13

4. Train-induced response of stiffness-degraded tunnel linings;Tunnelling and Underground Space Technology;2024-06

5. Experimental and numerical study on the failure performance of cracked tunnel linings;Structures;2024-05

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