A review of water rock interaction in underground coal mining: problems and analysis

被引:61
作者
Zhang, Cun [1 ]
Bai, Qingsheng [2 ]
Han, Penghua [1 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[2] TU Bergakad Freiberg, Inst Geotech, Gustav Zeuner Str 1, D-09599 Freiberg, Germany
基金
中国国家自然科学基金;
关键词
Water rock interaction Underground coal mining; Single fracture rock; Broken rock mass; Fluid-solid coupling simulation; MECHANICAL-PROPERTIES; NUMERICAL-SIMULATION; FLUID-FLOW; NONLINEAR FLOW; SURFACE-ROUGHNESS; NATURAL FRACTURES; EFFECTIVE STRESS; SINGLE FRACTURE; SAND PRODUCTION; DRYING CYCLES;
D O I
10.1007/s10064-023-03142-2
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Underground coal mining has a strong disturbance on surrounding rock strata, causing inevitable water inflow into mined spaces, which seriously affects safety production. Mine water disaster is regarded as one of the most critical problems in coal mining and, thus, has been a research hotspot in coal mining. This review focuses on water-rock interaction (WRI) in underground coal mining and lists the main issues of WRI. The corresponding analysis methods (laboratory testing and numerical simulation) of WRI in coal mining are discussed. The research related to WRI in underground coal mining mainly focuses on the water inrush form roof and floor, water weakening of roadway surrounding rock (coal pillar), water inrush from fault or collapse column, and the utilization of abandoned mines. Laboratory test (on intact rock mass, fractured rock mass, and broken rock mass) approaches and numerical simulation methods of WRI are summarized, and their advantages and limitations are discussed. Based on the WRI problems and analysis in underground coal mining, future works on laboratory testing and numerical simulation are prospected.
引用
收藏
页数:22
相关论文
共 209 条
[61]   Study on crack propagation and shear behavior of weak muddy intercalations submitted to wetting-drying cycles [J].
He, L. P. ;
Yu, J. Y. ;
Hu, Q. J. ;
Cai, Q. J. ;
Qu, M. F. ;
He, T. J. .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (09) :4873-4889
[62]  
[何满潮 HE Manchao], 2008, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V27, P1113
[63]   Smooth particle hydrodynamics simulations of low Reynolds number flows through porous media [J].
Holmes, David W. ;
Williams, John R. ;
Tilke, Peter .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2011, 35 (04) :419-437
[64]   An Experimental Study of the Rate Dependence of Tensile Strength Softening of Longyou Sandstone [J].
Huang, Sheng ;
Xia, Kaiwen ;
Yan, Fei ;
Feng, Xiating .
ROCK MECHANICS AND ROCK ENGINEERING, 2010, 43 (06) :677-683
[65]  
Huang X, 2022, ROCK MECH ROCK ENG, P1
[66]   Influence of structure and water pressure on the hydraulic conductivity of the rock mass around underground excavations [J].
Huang, Zhen ;
Jiang, Zhenquan ;
Zhu, Shuyun ;
Wu, Xianshuai ;
Yang, Lining ;
Guan, Yunzhang .
ENGINEERING GEOLOGY, 2016, 202 :74-84
[67]   Modelling size effect on rock aggregates strength using a DEM bonded-cell model [J].
Huillca, Yoshiro ;
Silva, Matias ;
Ovalle, Carlos ;
Quezada, Juan Carlos ;
Carrasco, Sergio ;
Villavicencio, Gabriel Eduardo .
ACTA GEOTECHNICA, 2021, 16 (03) :699-709
[68]  
Huo D, 2014, SPE ANN TECHN C EXH
[69]   Experimental Investigation of Stress-Dependency of Relative Permeability in Rock Fractures [J].
Huo, Da ;
Benson, Sally M. .
TRANSPORT IN POROUS MEDIA, 2016, 113 (03) :567-590
[70]  
[蒋明镜 Jiang Mingjing], 2014, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V36, P793