岩石力学通报（英文）2025，Vol.4Issue(1)：115-131,17.DOI:10.1016/j.rockmb.2024.100154
The effects of staggered and non-staggered joints on the ultimate bearing capacity,load settlement behavior,and failure mechanism with the change of excavation depths
The effects of staggered and non-staggered joints on the ultimate bearing capacity,load settlement behavior,and failure mechanism with the change of excavation depths
Argha Biswas 1Aditya Singh 1Mahendra Singh1
作者信息
- 1. Department of Civil Engineering,Indian Institute of Technology Roorkee,Roorkee,Uttarakhand,247667,India
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摘要
关键词
Physical model test/Artificial rock mass/Ultimate bearing capacity/Excavation wall/Numerical modellingKey words
Physical model test/Artificial rock mass/Ultimate bearing capacity/Excavation wall/Numerical modelling引用本文复制引用
Argha Biswas,Aditya Singh,Mahendra Singh..The effects of staggered and non-staggered joints on the ultimate bearing capacity,load settlement behavior,and failure mechanism with the change of excavation depths[J].岩石力学通报（英文）,2025,4(1):115-131,17.
