Experimental study on triaxial shear-seepage of red sandstone under different confining pressures and water pressures

被引：0
|
作者：
Zhao, Chengye [1 ,2 ]
Liang, Zhengzhao [1 ,2 ]
Zhang, Peisen [3 ,4 ]
Tang, Shibin [1 ,2 ]
Chen, Fan [1 ,2 ]
Song, Wencheng [1 ,2 ]
机构：
[1] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Liaoning, Dalian,116024, China
[2] Center of Rock Instability and Seismicity Research, Dalian University of Technology, Liaoning, Dalian,116024, China
[3] National Key Laboratory for Mine Disaster Prevention and Control, Shandong University of Science and Technology, Shandong, Qingdao,266590, China
[4] National Demonstration Center for Experimental Mining Engineering Education, Shandong University of Science and Technology, Shandong, Qingdao,266590, China
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2024年 / 43卷 / 04期
基金：
中国国家自然科学基金;
关键词：
Cracks - Curve fitting - Failure (mechanical) - Osmosis - Rock pressure - Sandstone - Seepage - Shear deformation - Shear flow - Shear stress - Unloading;
D O I：
10.13722/j.cnki.jrme.2023.0423
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：862 / 877
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