Fracture of sedimentary rocks under a complex triaxial stress state

被引:0
|
作者
V. I. Karev
D. M. Klimov
Yu. F. Kovalenko
K. B. Ustinov
机构
[1] Russian Academy of Sciences,Ishlinsky Institute for Problems in Mechanics
来源
Mechanics of Solids | 2016年 / 51卷
关键词
rock; anisotropic strength; true triaxial loading test;
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学科分类号
摘要
Most sedimentary rocks have layered structure, and their strength properties are therefore anisotropic; as a consequence, the rock strength depends on the direction of the applied stresses. In this case, various fracture mechanisms are possible. The following two possible fracture mechanisms are considered: actions along the bedding planes, which are weakening surfaces, and along the planes where stresses exceeding the total rock strength are attained. A triaxial independent loading test bench was used to study the fracture conditions for layered rocks composed of productive oil-and-gas strata in complex true triaxial loading tests. The study shows a good qualitative agreement between experimental results and theoretical estimates.
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页码:522 / 526
页数:4
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