Analytical Model for Soft Rock Tunnel with Large Deformation Using Stiff and Yielding Lining Solutions-Reference-Cited by-同舟云学术

Analytical Model for Soft Rock Tunnel with Large Deformation Using Stiff and Yielding Lining Solutions

Published:2023-11 Issue:11 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Kui¹,Sharifzadeh Mostafa²,Shao Zhushan³,Zheng Xiaomeng⁴,Zhao Nannan⁴,Yang Yuezong⁵^ORCID

Affiliation:

1. Associate Professor, School of Science, Xi’an University of Architecture and Technology, Xi’an 710055, China.

2. Professor, Dept. of Mining and Metallurgical Engineering, Western Australian School of Mines, Curtin Univ., Kalgoorlie 6430, Australia.

3. Professor, School of Science, Xi’an University of Architecture and Technology, Xi’an 710055, China.

4. Ph.D. Candidate, School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China.

5. Lecturer, School of Science, Xi’an University of Architecture and Technology, Xi’an 710055, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8483

Reference69 articles.

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2. Modeling deformation modulus of a stratified sedimentary rock mass using neural network, fuzzy inference and genetic programming

3. Time-Dependent Behavior of the Tunnels in Squeezing Ground: An Experimental Study

4. The squeezing potential of rock around tunnels: Theory and prediction with examples taken from Japan

5. Analytical and numerical analyses of the support system for a large-span tunnel in challenging and seismically active ground conditions;Aygar E. B.;Transp. Infrastruct. Geotechnol,2022

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