Upper limit analysis on stability of 3D rock slope with different saturation of rock mass

被引：0
|
作者：
Zhang, Biao [1 ]
Jiang, Yi [1 ]
Zhang, Jiahua [2 ]
Liu, Ze [1 ]
Wang, Weibo [3 ]
机构：
[1] School of Civil Engineering, Hunan University of Science and Technology, Xiangtan,411201, China
[2] Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines, Hunan University of Science and Technology, Xiangtan,411201, China
[3] Changsha City Traffic Construction Quality Safety Supervision Station, Changsha,410016, China
来源：
Tumu Gongcheng Xuebao/China Civil Engineering Journal | 2023年 / 56卷 / 11期
关键词：
3d rock slope - Rock slope - Rock-mass - Saturation - Shear strength of rock mass - Slope angles - Stability factor - Uniaxial compressive strength - Upper bound limit analysis - Upper limit analysis;
D O I：
10.15951/j.tmgcxb.22060594
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：78 / 90
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