Experimental study on mechanical and damage characteristics of coal under true triaxial cyclic disturbance

被引:55
作者
Duan, Minke [1 ,2 ,5 ]
Jiang, Changbao [2 ,3 ]
Yin, Wenming [4 ]
Yang, Ke [1 ,5 ]
Li, Jiazhuo [1 ]
Liu, Qinjie [1 ,5 ]
机构
[1] Anhui Univ Sci & Technol, Sch Min & Engn, State Key Lab Min Response & Disaster Prevent & C, Huainan 232001, Peoples R China
[2] Chongqing Univ, Sch Resources & Safety Engn, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400030, Peoples R China
[3] Shandong Univ Sci & Technol, Key Lab Min Disaster Prevent & Control, Qingdao 266590, Peoples R China
[4] Qujing Energy Adm, Qujing 655099, Peoples R China
[5] Hefei Comprehens Natl Sci Ctr, Inst Energy, Hefei 230041, Peoples R China
基金
中国国家自然科学基金;
关键词
Experimental study; Mechanical and damage characteristics of coal; True triaxial cycle tests; Principal and residual strains; Energy dissipation; PERMEABILITY EVOLUTION; ENERGY-DISSIPATION; SEEPAGE PROPERTIES; SANDSTONE; STRESS; ROCK; BEHAVIOR; DEFORMATION; SAMPLES; INTACT;
D O I
10.1016/j.enggeo.2021.106445
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A true triaxial test system was used to study the mechanical and damage characteristics of coal under tiered cyclic maximum principal stress (sigma(1)), intermediate principal stress (sigma(2)), and minimum principal stress (sigma(3)). The influence of each principal stress cycle on the deformation, energy evolution and damage characteristics of coal was systematically analyzed, and the mechanical evolution characteristics of coal under the disturbance action of true triaxial excavation were revealed. In the process of true triaxial tiered cyclic loading, it is found that: the stress-strain curves of different principal stress cycles processes are quite different, but they will all cause plastic deformation or plastic hysteresis loop of principal strain in each principal stress directions of coal, and the principal strain corresponding to the cyclic principal stress direction is the dominant deformation, and its deformation is relatively large. According to the true triaxial strength curve and experimental results, the cyclic loading or unloading sigma(2) may cause instability and failure of coal. The variation trend of residual deformation caused by sigma(1) and sigma(3) is the same: with the increase of the amplitude of true triaxial tiered cyclic loading, the absolute value of the cumulative maximum and minimum residual principal strains increase exponentially and quadratic parabola, respectively. And the absolute value of the relative maximum and minimum residual principal strains decrease first and then increase, showing U-shaped and arch shaped changes, respectively. While the changes of cumulative and relative residual intermediate principal strains are all small. The total dissipation energy of coal increases exponentially with the increase of the amplitude of true triaxial tiered cyclic loading. Combined with the energy dissipation characteristics, the damage variable equation of coal under true triaxial cyclic loading is newly defined. With the increase of the amplitude of true triaxial tiered cyclic loading, the damage variable presents an obvious S-type change trend of deceleration acceleration re-deceleration.
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页数:13
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