Stability analysis of a 3D shallow tunnel face considering the inclined excavation and inclined ground surface-Reference-Cited by-同舟云学术

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Stability analysis of a 3D shallow tunnel face considering the inclined excavation and inclined ground surface

Published:2024-01 Issue: Volume:165 Page:105915
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Cheng Xiao,Li Dejian,Li Hekai,Peng Xinyan,Zhao Lianheng,Zhao Weiyang

Funder

Sichuan Province Science and Technology Support Program

National Natural Science Foundation of China

Sichuan University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Effects of Portal Failure on Tunnel Support Systems in a Highway Tunnel;Aygar;Geotech. Geol. Eng.,2021

2. Experimental and analytical study of shield tunnel face in dense sand strata considering different longitudinal inclination;Cheng;Tunn. Undergr. Space Technol.,2021

3. Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process;Geng;Comput. Geotech.,2023

4. Cracking characteristics and mechanism of entrance section in asymmetrically-load tunnel with bedded rock mass: A case study of a highway tunnel in southwest China;Hu;Eng. Fail. Anal.,2021

5. Upper bound solutions for face stability of circular tunnels in non-homogeneous and anisotropic clays;Huang;Comput. Geotech.,2018

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1. Horizontal response of existing pile induced by adjacent shield tunnelling with large longitudinal slope;Tunnelling and Underground Space Technology;2024-11

2. Permanent displacement limit analysis of jointed rock slope under the near-fault pulse-like ground motion based on the rotational − translational combined failure model and tensile strength cutoff;Computers and Geotechnics;2024-09

3. Face stability assessment of a longitudinally inclined tunnel considering pore water pressure;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-25

4. A Calculation Method for Reliability Index of a Deep–Bedded Karst Tunnel Construction with Cavity Located Ahead of Tunnel Working Face;Buildings;2024-05-09

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

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