Experimental Investigation of the Mechanical Properties of Sandstone–Coal–Bolt Specimens with Different Angles under Conventional Triaxial Compression

Author:

Yu Weijian1ORCID,Wu Genshui2,Pan Bao3,Wu Qiuhong4ORCID,Liao Ze5

Affiliation:

1. Professor, School of Resource & Environment and Safety Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China; Hunan Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China. ORCID: .

2. Ph.D. Candidate, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology (Beijing), Beijing 100083, China (corresponding author).

3. Master’s Student, Hunan Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China.

4. Associate Professor, Hunan Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China. ORCID: .

5. Ph.D. Candidate, School of Resource & Environment and Safety Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference74 articles.

1. Experimental study of the brittle behavior of clay shale in rapid unconfined compression;Amann F.;Rock Mech. Rock Eng.,2011

2. Microcracking during triaxial deformation of porous rocks monitored by changes in rock physical properties, I. Elastic-wave propagation measurements on dry rocks;Ayling M. R.;Tectonophysics,1995

3. Microcracking during triaxial deformation of porous rocks monitored by changes in rock physical properties, II. Pore volumometry and acoustic emission measurements on water-saturated rocks;Ayling M. R.;Tectonophysics,1995

4. Mechanism of brittle fracture of rock

5. Dilatancy in the fracture of crystalline rocks

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