A quantitative tunnel support design method considering the safety factor of the surrounding rock-Reference-Cited by-同舟云学术

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A quantitative tunnel support design method considering the safety factor of the surrounding rock

Published:2024-04-27 Issue: Volume: Page:1-20
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Liu Yangyang¹²,Su Yonghua¹²^ORCID,Fang Yanbing³,Cui Penglu¹²,Su Ya⁴,Luo Biao¹²

Affiliation:

1. College of Civil Engineering, Hunan University, Changsha, China

2. Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, China

3. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, China

4. Department of Civil Engineering, Zhejiang University, Hangzhou, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2341305

Reference58 articles.

1. Viscous-elastic-plastic response of tunnels in squeezing ground conditions: Analytical modeling and experimental validation

2. Multiscale analysis of tunnel surrounding rock disturbance: A PFC3D-FLAC3D coupling algorithm with the overlapping domain method

3. Engineering classification of rock masses for the design of tunnel support

4. Engineering Classification of Jointed Rock Masses;Bieniawski Z. T.;Transaction of African Institution of Civil Engineering,1973

5. Designing Tunnel Support in Jointed Rock Masses Via the DEM

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