A Theoretical Calculation Method to Predict the Structural Response of an Existing Tunnel to a New Overlying Tunnel Considering Axial Force-Reference-Cited by-同舟云学术

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A Theoretical Calculation Method to Predict the Structural Response of an Existing Tunnel to a New Overlying Tunnel Considering Axial Force

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zheng Yunxin¹^ORCID,Wang Rui²^ORCID,Hu Zhiping³^ORCID,Ren Xiang⁴,An Xuexu⁵,Zhang Yonghui⁵

Affiliation:

1. Doctoral Student, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. ORCID: .

2. Lecturer, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. ORCID: .

3. Professor, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China (corresponding author). ORCID: .

4. Lecturer, School of Civil Engineering, Bizhou Univ., Binzhou 256600, China.

5. Doctoral Student, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9342

Reference62 articles.

1. Longitudinal time-dependent response of segmental tunnel linings;Arnau O.;Tunnelling Underground Space Technol,2012

2. Numerical investigation of the effects of tunnelling on existing tunnels;Avgerinos V.;Geotechnique,2017

3. Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties;Chen F. Y.;Tunnelling Underground Space Technol.,2019

4. Field measurement and analysis of forces on shield tunnel structure at great depth;Chen L.;Mod. Tunnelling Technol.,2023

5. Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing;Chen R. P.;Tunnelling Underground Space Technol.,2018

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