Experimental Study on the Shear Mechanical Behavior of Sandstone Under Normal Tensile Stress Using a New Double-Shear Testing Device

被引：23
作者：
Huang, Da [1 ,2 ]
Zhu, Tantan [1 ,2 ]
机构：
[1] Hebei Univ Technol, Sch Civil Engn & Transportat, Tianjin 300401, Peoples R China
[2] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
来源：
ROCK MECHANICS AND ROCK ENGINEERING | 2019年 / 52卷 / 09期
基金：
中国国家自然科学基金;
关键词：
Rock mechanics; Tension-shear; Failure criterion; Double-shear; HYBRID FRACTURE; ROCK; TRANSPRESSION; TRANSTENSION; LANDSLIDE;
D O I：
10.1007/s00603-019-01762-3
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：3467 / 3474
页数：8
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