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Influences of arch height and stress sate on tunnel failure: Insights from orthogonal true-triaxial experiment

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成果类型:
期刊论文
作者:
Peng, Kang;Ren, Ji;Wu, Tao;Yi, Guansheng;Luo, Song*;...
通讯作者:
Luo, Song;Luo, K;Luo, S
作者机构:
[Wu, Tao; Luo, Song; Luo, Kun; Peng, Kang; Ren, Ji; Yi, Guansheng; Luo, S; Luo, K] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China.
[Luo, Song; Luo, S] Univ South China, Sch Resources Environm & Safety Engn, Hengyang 421001, Peoples R China.
通讯机构:
[Luo, S ] U
[Luo, S; Luo, K ] C
Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China.
Univ South China, Sch Resources Environm & Safety Engn, Hengyang 421001, Peoples R China.
语种:
英文
关键词:
Rock Mechanics;Tunnel failure;Orthogonal true-triaxial experiment;Acoustic emission;Arch tunnel
期刊:
Theoretical and Applied Fracture Mechanics
ISSN:
0167-8442
年:
2025
卷:
136
页码:
104824
基金类别:
CRediT authorship contribution statement Kang Peng: Supervision, Project administration, Investigation, acquisition, Conceptualization. Ji Ren: Writing – original draft, Investigation, Formal analysis, Data curation. Tao Wu: Visualization, Validation, Investigation, Formal analysis. Guansheng Yi: Writing – review & editing, Resources, Investigation, Data curation. Song Luo: Writing – review & editing, Supervision, Methodology, Conceptualization. Kun Luo: Writing – review & editing, Methodology, Investigation, Formal analysis.
机构署名:
本校为通讯机构
摘要:
The surrounding rock of underground tunnel often fails under a variety of influencing factors. In this study, the influences of four factors (the arch height, initial burial depth stress, loading rate, horizontal stress state) on the failure of arch tunnel were revealed based on the orthogonal true-triaxial experiment on cubic granite samples with an arch hole. The results indicate that the true-triaxial experiment reproduces the spalling phenomenon observed in underground tunnel, with a characterization that flake-like rock fragments exfoliated from tunnel sidewalls. The vertical initial fail...

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