Volume 45, Issue 9 pp. 2595-2612
ORIGINAL ARTICLE

Experimental study on cracking behaviors of coarse and fine sandstone containing two flaws under biaxial compression

Xiao-Ping Zhou

Corresponding Author

Xiao-Ping Zhou

School of Resources and Civil Engineering, Northeastern University, Shenyang, China

School of Civil Engineering, Chongqing University, Chongqing, China

Correspondence

Xiao-Ping Zhou, School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China.

Email: [email protected]

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Sen-Lin Peng

Sen-Lin Peng

School of Resources and Civil Engineering, Northeastern University, Shenyang, China

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Jian-Zhi Zhang

Jian-Zhi Zhang

Zijin School of Geology and Mining, Fuzhou University, Fuzhou, China

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Jian-Nan Zhou

Jian-Nan Zhou

Army Engineering University of PLA, Nanjing, China

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Filippo Berto

Filippo Berto

Department of Mechanical Engineering, Norwegian University of Science and Technology, Trondheim, Norway

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First published: 19 June 2022
Citations: 4

Funding information: National Natural Science Foundation of China, Grant/Award Numbers: 52109124, 52027814, 51839009

Abstract

In this paper, the effects of materials and confining pressures on the mechanical properties of flawed coarse and fine sandstone is first analyzed. Then, the evolution processes of spatiotemporal acoustic emission (AE) events of coarse and fine sandstone specimens containing two flaws subjected to biaxial compression are investigated to character the damage characteristics and the fracture mechanism. Third, the ultimate failure modes of coarse sandstone specimens are compared with those of the fine sandstone specimens. Finally, the Electron Probe Microscope Analysis (EPEI) technique is conducted to observe the main macrofracture surfaces of coarse and fine sandstone specimens. Besides, the distribution characteristics of two AE indexes are also employed to qualitatively reveal the failure mechanism of tested specimens. The experimental results can provide new insight into the mechanical responses and the cracking behaviors of flawed rocks in complex stress loading conditions.

DATA AVAILABILITY STATEMENT

Data sharing is not applicable to this article as no datasets were generated or analyzed during the current study.

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