Interlayer Shear Sliding Behaviors during the Fracture Process of Thick Sandstone Roof and Its Mechanism Leading to Coal Mine Tremors

Author:

Gao Xuepeng1ORCID,Pan Yishan12,Zhao Tongbin3,Wang Wei1,Xiao Yonghui4,Song Yimin5,Dai Lianpeng2

Affiliation:

1. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China

2. Institute of Disaster Rock Mechanics, Liaoning University, Shenyang 110136, China

3. School of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266510, China

4. School of Physics, Liaoning University, Shenyang 110136, China

5. School of Civil Engineering, North China University of Technology, Beijing 100144, China

Abstract

To explore the causes of mine tremors in coal mines with sandstone roofs, a three-point bending loading experiment was designed for composite sandstone layers, and the fracture and interlayer shear slip characteristics of the composite sandstone layers were studied using optical measurement and acoustic emission techniques. The results show that the bending of the rock layers led to interlayer sliding deformation, while the fracturing greatly promoted interlayer sliding. The maximum interlayer slip accelerations during bending deformation and fracturing were 0.6 mm/s2 and 3.8 mm/s2, respectively. During the fracturing of the rock layers, the proportion of acoustic emission shear fracture events increased with the continuous occurrence of long-lasting and high-amplitude acoustic emission events. The mechanism of mine tremors in thick sandstone roofs is as follows: the increase in the area of the goaf causes rock bending deformation and fracturing, accompanied by interlayer shear slip, fracturing of the sandstone layer, and friction dislocation at the cementation surface of the adjacent sandstone layers, which jointly cause vibration of the roof.

Funder

National Key Research and Development Program of China

Publisher

MDPI AG

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