Analytical Approach to Evaluating the Influence of the Compressible Layer on the Time-Dependent Response of Deep Soft-Rock Tunnels-Reference-Cited by-同舟云学术

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Analytical Approach to Evaluating the Influence of the Compressible Layer on the Time-Dependent Response of Deep Soft-Rock Tunnels

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Nannan¹,Shao Zhushan²,Wu Kui³

Affiliation:

1. Ph.D. Candidate, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

2. Full Professor, School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

3. School of Science, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8099

Reference44 articles.

1. Analysis of the behaviour of a yield-control support system in squeezing rock

2. Three-dimensional tunnel face extrusion and reinforcement effects of underground excavations in deep rock masses

3. A post-peak dilatancy model for soft rock and its application in deep tunnel excavation

4. The interaction between yielding supports and squeezing ground

5. The support characteristic curve for blocked steel sets in the convergence-confinement method of tunnel support design

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1. The role of polyurethane foam compressible layer in the mechanical behaviour of multi-layer yielding supports for deep soft rock tunnels;Journal of Rock Mechanics and Geotechnical Engineering;2024-09

2. A better understanding of tunnel deformable supports: from analytical model to engineering application;Archives of Civil and Mechanical Engineering;2024-04-10

3. 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

4. The deformation coordination-dominated design of yielding supports applied in large deformation tunnels;Acta Geotechnica;2024-02-20

5. Effect of compressible layer on time-dependent behavior of soft-rock large deformation tunnels revealed by mathematical analytical method;Applied Mathematical Modelling;2024-02

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