Study on Pressure Relief Effect of Rock Mass with Different Borehole Parameters

• Published in: Advances in Civil Engineering Vol. 2021; no. 1
• Main Authors: Peng, Chao, Liu, Wanrong
• Format: Journal Article
• Language: English
• Published: New York Hindawi 2021; John Wiley & Sons, Inc; Hindawi Limited
• Subjects: Acoustic emission; Acoustic emission testing; Boreholes; Caverns; Civil engineering; Coal; Control methods; Engineering; Failure modes; Flowers; Influence; Laboratories; Layouts; Mechanical properties; Pressure effects; Reduction; Rock masses; Rockbursts; Rocks; Simulation; Stress concentration; China
• ISSN: 1687-8086; 1687-8094
• DOI: 10.1155/2021/5558673

Rock burst is one of the disaster accidents that can easily happen in rock cavern engineering. At present, one of the most commonly used methods to control rock burst is borehole pressure relief technology. In this paper, the influence of drilling layout schemes on the pressure relief effect of surrounding rock mass is systematically studied. The research results show that the strength reduction degree, AE evolution characteristics, failure modes of rock samples with different borehole positions, boreholes spacing, boreholes dip angles, and boreholes layout forms are different. The strength reduction degree of rock sample with an inclined arrangement form is the largest, followed by the arrangement form being up three-flower layout or down three-flower layout. Using the inclined layout and three-flower layout can achieve better pressure relief effect of the surrounding rock mass. The research results are beneficial to the rock burst of surrounding rock of the cavern. The acoustic emission can effectively monitor the stability of the surrounding rock of the cavern. However, the threshold value and the occurrence time of the acoustic emission of the cavern instability changed after the cavern surrounding rock is drilled holes. If the borehole is arranged at the surrounding rock mass, the occurrence time of the cavern instability may be advanced.