Study on Pressure Relief Effect and Rock Failure Characteristics with Different Borehole Diameters

被引:12
作者
Liang, Shiwei [1 ,2 ]
Zhang, Long [3 ]
Ge, Di [2 ]
Wang, Qiong [4 ]
机构
[1] Xi An Jiao Tong Univ, Sch Human Settlements & Civil Engn, Xian 710049, Peoples R China
[2] Xian Kedagaoxin Univ, Xian 710109, Peoples R China
[3] Gansu Chem Ind Res Inst Co Ltd, Lanzhou 730000, Peoples R China
[4] North China Inst Sci & Technol, Dept Emergency Technol & Management, Beijing 101601, Peoples R China
关键词
UNIAXIAL COMPRESSION;
D O I
10.1155/2021/3565344
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Rock burst is a common tunnel and mine dynamic disaster, especially for deep buried tunnels, which often leads to tunnel construction delay and even induces tunnel collapse and subsidence of strata. Rock drilling is one of the effective pressure relief methods to prevent these disasters. In order to study the influence of borehole diameter on rock mass pressure relief effect, indoor acoustic emission characteristics and numerical simulation of rock samples with different borehole diameter were studied. The research result shows that with the increase in borehole diameter, the effect of borehole pressure relief is better. Different borehole diameters do not change the overall trend of acoustic emission evolution, but it will lead to different acoustic emission count characteristics of rock damage and failure, especially the maximum acoustic emission count characteristics and corresponding strain values. The existence of drilling will lead to the failure stress of rock in advance. Moreover, the existence of drilling causes a great change in the failure mode of the specimen.
引用
收藏
页数:10
相关论文
共 26 条
[1]   Sensitivity Analysis of the Micro-Parameters Used in a PFC Analysis Towards the Mechanical Properties of Rocks [J].
Castro-Filgueira, U. ;
Alejano, L. R. ;
Arzua, J. ;
Ivars, D. Mas .
ISRM EUROPEAN ROCK MECHANICS SYMPOSIUM EUROCK 2017, 2017, 191 :488-495
[2]   Elasto-plastic analysis of a circular opening in rock mass with confining stress-dependent strain-softening behaviour [J].
Cui, Lan ;
Zheng, Jun-Jie ;
Zhang, Rong-Jun ;
Dong, You-Kou .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 50 :94-108
[3]   Field and laboratory testing of St. Peter sandstone [J].
Dittes, M ;
Labuz, JF .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (05) :372-380
[4]  
Enbing YI., 2011, COAL SCI TECHNOLOGY, V39, P1
[5]  
[盖德成 Ge Decheng], 2020, [采矿与安全工程学报, Journal of Mining & Safety Engineering], V37, P578
[6]  
Itasca Consulting Group, 2014, PFC USERS MANUAL VER PFC USERS MANUAL VER
[7]  
[贾传洋 Jia Chuanyang], 2017, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V39, P1115
[8]   Long-hole destress blasting for rockburst control during deep underground coal mining [J].
Konicek, Petr ;
Soucek, Kamil ;
Stas, Lubomir ;
Singh, Rajendra .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 61 :141-153
[9]   STATISTICAL ASPECTS OF THE CONTINUOUS DAMAGE THEORY [J].
KRAJCINOVIC, D ;
SILVA, MAG .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1982, 18 (07) :551-562
[10]  
[李云鹏 Li Yunpeng], 2018, [中国安全科学学报, China Safety Science Journal(CSSJ)], V28, P122