Stress-induced collapse in horizontally layered rock and a yielding support strategy: A case study-Reference-Cited by-同舟云学术

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Stress-induced collapse in horizontally layered rock and a yielding support strategy: A case study

Published:2023-12 Issue: Volume:142 Page:105394
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Huang Guang,Fei Jianbo^ORCID,Chen Xiangsheng,Li Fei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference65 articles.

1. Squeezing rocks in tunnels;Barla;ISRM News Journal.,1995

2. Engineering classification of rock masses for the design of tunnel support;Barton;Rock Mech.,1974

3. Billig, B., Ebsen, B., Gipperich, C., Schaab, A., Wulff, M., 2007. DeCo Grout–innovative grout to cope with rock deformations in TBM tunnelling, ITA World Tunnel Congress, Prague, pp. 5-10.

4. The use of stress–strength relationships in the assessment of tunnel stability;Bhasin;Tunn. Undergr. Sp. Tech.,1996

5. Underground excavations in rock;Brown,1980

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2. Estimation of Hoek-Brown Strength Parameters from Time-Dependent Geotechnical Classification as Coal Roof Index (CRI) using Critical Plastic Strain Technique;2024-06-18

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