Failure mechanism and stability identification of surrounding rock for soft-rock tunnels using long-footage rapid excavation method
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference33 articles.
1. Cracking characteristics and mechanism of entrance section in asymmetrically-load tunnel with bedded rock mass: a case study of a highway tunnel in southwest China;Hu;Eng. Fail. Anal.,2021
2. Analysis and countermeasures of large deformation of deep-buried tunnel excavated in layered rock strata: a case study;Li;Eng. Fail. Anal.,2023
3. Experimental study on the mechanical behavior and deformation characteristics of lining structure of super-large section tunnels with a small clearance;Zhang;Eng. Fail. Anal.,2022
4. Application of the ridge regression in the back analysis of a virgin stress field;Meng;Bull. Eng. Geol. Environ.,2021
5. Investigation on the evolution characteristics and transfer mechanism of surrounding rock pressure for a hard-rock tunnel under high geo-stress: case study on the erlang mountain tunnel, china;Zhou;Bull. Eng. Geol. Environ.,2021
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