Mechanical Properties and Failure Behavior of Dry and Water-Saturated Anisotropic Coal Under True-Triaxial Loading Conditions

被引:54
|
作者
Liu, Yubing [1 ,2 ,3 ]
Yin, Guangzhi [1 ,2 ]
Li, Minghui [1 ,2 ,4 ]
Zhang, Dongming [1 ,2 ]
Huang, Gun [1 ,2 ]
Liu, Peng [1 ,2 ]
Liu, Chao [1 ,2 ]
Zhao, Honggang [1 ,2 ]
Yu, Beichen [1 ,2 ]
机构
[1] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400030, Peoples R China
[2] Chongqing Univ, Sch Resources & Safety Engn, Chongqing 400030, Peoples R China
[3] Curtin Univ, Dept Explorat Geophys, 26 Dick Perry Ave, Kensington, NSW 6151, Australia
[4] Shenzhen Univ, Coll Civil & Transportat Engn, Inst Deep Earth Sci & Green Energy, Guangdong Prov Key Lab Deep Earth Sci & Geotherma, Shenzhen 518060, Peoples R China
基金
中国国家自然科学基金;
关键词
Mechanical properties; Failure modes; Water weakening; True-triaxial stress; Anisotropic coal; ACOUSTIC-EMISSION CHARACTERISTICS; INTERMEDIATE PRINCIPAL STRESS; PERMEABILITY EVOLUTION; FRACTAL CHARACTERISTICS; STRENGTH REDUCTION; ROCK STRENGTH; SANDSTONE; DEFORMABILITY; PROPAGATION; CLEAT;
D O I
10.1007/s00603-019-02035-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In underground coal mining, coal failure generally occurs due to the relatively weak strength of the coal and the high applied mining-induced stresses. The outer complex geological conditions (i.e., tectonic structure and water intrusion) and internal structural anisotropy of the coal introduce uncertainty in predicting its mechanical properties and failure behavior. In this study, laboratory investigations of the mechanical properties and failure behavior of dry and water-saturated anisotropic coal samples subjected to different true-triaxial loading stresses were conducted. The effects of water weakening, intermediate stress, and structural anisotropy on the mechanical properties and failure behavior of the coal were systematically studied. The results indicate that the presence of water significantly reduced the strength, elastic modulus, and strength anisotropy of the coal. The maximum stress at failure first increased and then decreased with increasing intermediate stress. The residual strength-to-peak strength ratios and failure plane angles of the coal showed a linear increase with increasing intermediate stress. When the coal samples were loaded in the bedding plane direction, the brittleness of the coal was higher than when they were loaded in the other two cleat plane directions. In addition, when the coal samples were loaded in the butt cleat plane direction, the brittleness of the coal decreased with increasing intermediate stress. Two typical failure modes of the dry and water-saturated coal samples were observed: shear and mixed splitting and shear failures. The dominant failure mode of the coal also varied with the loading direction relative to the weakness planes, which could be well recognized and predicted by the acoustic emission (AE) characteristic curves. To further reveal the fracture mechanism, the microcrack patterns of the coal were further identified based on the AE parameters.
引用
收藏
页码:4799 / 4818
页数:20
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