Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (7): 2645-2652.doi: 10.16285/j.rsm.2018.1086

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Energy evolution characteristics of coal failure in triaxial tests under different unloading confining pressure rates

MA De-peng1, ZHOU Yan2, LIU Chuan-xiao1, SHANG Yan-dong2   

  1. 1. School of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an, Shandong 271018, China; 2. Department of Resources and Civil Engineering, Shandong University of Science and Technology, Tai’an, Shandong 266590, China
  • Received:2018-06-21 Online:2019-07-11 Published:2019-07-19
  • Supported by:
    This work was supported by the Shandong Province Higher Educational Science and Technology Program (J18KA195), the Natural Science Foundation of Shandong Province (ZR2019PD016) and the Key R&D Programs of Shandong Province (2018GNC110023).

Abstract: Rock damage is considered as a state of instability phenomenon under the driving of energy, the law of energy evolution in the process of deformation and failure can reflect the essential characteristics of rock mass deformation and failure. The loading and unloading tests were carried out on coal samples to explore the laws of energy evolution under different unloading confining pressure rates. The experimental results show that before the peak stress, the coal sample mainly experiences the energy storage and dissipation, whereas it mainly experiences the energy release and dissipation after the peak stress. It is found that when the unloading confining pressure rate is high, the duration of unloading confining pressure is short, the internal cracks of coal sample extend and circumferentially deform insufficiently, and the powers for energy dissipation and overcoming confining pressures are small. Moreover, most of the energy release when the coal sample ruptures, which make the coal sample damage seriously. Meanwhile, when the unloading confining pressure rate is larger, the damage rate of the coal sample increases faster before and after the rupture, which results in the sharp increase of the damage curve. Therefore, when the high-stress coal is excavated with a high construction speed, it is easy to cause a sudden release of a large amount of accumulated energy, causing serious disasters.

Key words: unloading confining pressure, energy dissipation, damage, coal sample, rate

CLC Number: 

  • TU 457
[1] ZHANG Yan-bo, WU Wen-rui, YAO Xu-long, LIANG Peng, TIAN Bao-zhu, HUANG Yan-li, LIANG Jing-long, . Acoustic emission, infrared characteristics and damage evolution of granite under uniaxial compression [J]. Rock and Soil Mechanics, 2020, 41(S1): 139-146.
[2] YE Yang, ZENG Ya wu, DU Xin, SUN Han qing, CHEN Xi, . Three-dimensional discrete element simulation of spherical gravel collision damag [J]. Rock and Soil Mechanics, 2020, 41(S1): 368-378.
[3] YANG Zhi-hao, YUE Zu-run, FENG Huai-ping, . Experimental study on moisture migration properties in unsaturated silty subgrade [J]. Rock and Soil Mechanics, 2020, 41(7): 2241-2251.
[4] YUAN Qing-meng, KONG Liang, ZHAO Ya-peng, . An elastoplastic model for energy soils considering filling and bonding effects [J]. Rock and Soil Mechanics, 2020, 41(7): 2304-2312.
[5] CHEN Hao, HU Xiao-rong. Triple-shear failure criteria and experimental verification for unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(7): 2380-2388.
[6] SHAO Chang-yue, PAN Peng-zhi, ZHAO De-cai, YAO Tian-bo, MIAO Shu-ting, YU Pei-yang, . Effect of pumping rate on hydraulic fracturing breakdown pressure and pressurization rate [J]. Rock and Soil Mechanics, 2020, 41(7): 2411-2421.
[7] WEN Wei, LAI Yuan-ming, YOU Zhe-min, LI Ji-feng, . Analysis of pore relative humidity of salinized unsaturated soil based on Pitzer model [J]. Rock and Soil Mechanics, 2020, 41(6): 1944-1952.
[8] LIU Xin-yu, ZHANG Xian-wei, YUE Hao-zhen, KONG Ling-wei, XU Chao, . SHPB tests on dynamic impact behavior of granite residual soil [J]. Rock and Soil Mechanics, 2020, 41(6): 2001-2008.
[9] TAO Shuai, DONG Yi, WEI Chang-fu, . Small-strain stiffness test system of soil under controllable environmental humidity [J]. Rock and Soil Mechanics, 2020, 41(6): 2132-2142.
[10] SUN De-an, XUE Yao, WANG Lei, . Analysis of one-dimensional thermal consolidation of saturated soil considering heat conduction of semi-permeable drainage boundary under varying loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1465-1473.
[11] LI Jia-long, LI Gang, YU Long. Inelasticity-separated plane-strain element model and its application to Drucker-Prager model [J]. Rock and Soil Mechanics, 2020, 41(5): 1492-1501.
[12] HOU Zhi-qiang, WANG Yu, LIU Dong-qiao, LI Chang-hong, LIU Hao. Experimental study of mechanical properties of marble under triaxial unloading confining pressure after fatigue loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1510-1520.
[13] LIU Hong-bo, ZHOU Feng-xi, YUE Guo-dong, HAO Lei-chao. Propagation characteristics of thermoelastic wave in unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1613-1624.
[14] WANG Cheng-tan, WANG Hao, QIN Wei-min, ZHONG Guo-qiang, CHEN Wu, . Evaluation of collapse possibility of deep foundation pits in metro stations based on multi-state fuzzy Bayesian networks [J]. Rock and Soil Mechanics, 2020, 41(5): 1670-1679.
[15] XUE Yang, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, LIAO Kang, ZHANG Long-fei. Seepage and deformation analysis of Baishuihe landslide considering spatial variability of saturated hydraulic conductivity under reservoir water level fluctuation [J]. Rock and Soil Mechanics, 2020, 41(5): 1709-1720.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!