Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths

被引:14
|
作者
Qin, Tao [1 ,2 ]
Sun, Hongru [1 ]
Liu, Heng [1 ]
Zhang, Junwen [1 ,3 ]
Li, Tao [1 ]
Liu, Gang [1 ]
Liu, Zhenwen [1 ]
机构
[1] Heilongjiang Univ Sci & Technol, Heilongjiang Ground Pressure & Gas Control Deep M, Harbin 150022, Heilongjiang, Peoples R China
[2] Northeastern Univ, Sch Resources & Civil Engn, Shenyang 110819, Liaoning, Peoples R China
[3] China Univ Min & Technol, Coll Resource & Safety Engn, Beijing, Peoples R China
关键词
D O I
10.1155/2018/4813724
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
A series of tests on characteristics of acoustic emission have been performed on sandstone under uniaxial, conventional, and triaxial conditions and the unloading confining pressure path. The failure mode of rock specimen has been scanned by CT and a three-dimensional reconstruction was made. The differences on characteristics of AE, mechanics, and the failure mode of sandstone during the failure process under three paths are studied. The results show that the deformation of rock specimen is bigger, and axial strain and circumferential strain have a deformation platform at peak point of stress under the unloading confining pressure path. Characteristics of AE ringing are significantly affected by the confining pressure and stress path. AE ringing counts peak value, and accumulative ringing on the breaking moment as well as cumulative release energy is higher, which indicates that the rock failure is more violent under the unloading confining pressure path. The failure mode of rock specimen was dominated by shear failure under the conventional triaxial stress path. The tension failure is the main form at a lower initial value of unloading confining pressure, and the shear failure is more prominent at a higher initial value of unloading confining pressure.
引用
收藏
页数:9
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