Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (9): 2984-2992.doi: 10.16285/j.rsm.2019.2136

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Microscopic analysis of rockburst failure on specimens under gradient stress

LIN Man-qing1, ZHANG Lan1, LIU Xi-qi2, XIA Yuan-you2, ZHANG Dian-ji1, PENG Ya-li3   

  1. 1. School of Resources and Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China; 2. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, Hubei 430070, China; 3. Hubei Xingfa Chemical Group Co. Ltd, Yichang, Hubei 443711, China
  • Received:2019-12-22 Revised:2020-06-12 Online:2020-09-11 Published:2020-10-21
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51504167, 51474159), the Graduate Innovative Fund of Wuhan Institute of Technology (CX2018083), the First Industry-University Cooperation Collaborative Education Programs of 2018 (201801081001), Wuhan Institute of Technology Foundation (K201856) and the Special Fund for Central Guidance of Local Science and Technology Development (2017ZYYD007).

Abstract: Rockburst has become an urgent safety problem in deep mining, and stress gradient plays a significant role in controlling rockburst. To explore the influence of stress gradients on the microscopic failure of surrounding rock, a pneumatic-hydraulic coupled rockburst simulation testing device was used to achieve six-sides loading in three-directions and the gradient loading in the top direction. When the gradient loading was applied at the top, the confining pressure was kept unchanged. Loading-unloading tests were carried out on rock similar material specimens by using rockburst physical models under different stress gradients. The analysis of microscopic morphology of failure surface was conducted using the scanning electron microscope (SEM). The results showed that failure phenomena and characteristics of rockburst were significantly different under varied paths of stress gradient. The greater the stress gradient is, the smaller the pores among the crystals is and the higher the density of the crystals is. The ratio of shear failure to splitting failure is different under different stress gradient paths. The higher the stress gradient is, the greater the ratio of shear failure is. The fractal dimension of detrital crystal contour increases with the increase of stress gradient.

Key words: stress gradient, rockburst, failure characteristics, microscopic analysis, fractal dimension

CLC Number: 

  • TU452
[1] YAO Jing-ming, XU Zi-wen, WANG Jian, WANG Lu, . Experimental study on roadway rockburst prevention by combined bolt - aluminum foam support [J]. Rock and Soil Mechanics, 2021, 42(3): 620-626.
[2] ZOU Xian-jian, WANG Yi-teng , WANG Chuan-ying, . Three-dimensional morphological feature of rock structural surfaces and dominant anti-slip direction using the borehole images [J]. Rock and Soil Mechanics, 2020, 41(S1): 290-298.
[3] BIAN Kang, CHEN Yan-an, LIU Jian, CUI De-shan, LI Yi-ran, LIANG Wen-di, HAN Xiao. The unloading failure characteristics of shale under different water absorption time using the PFC numerical method [J]. Rock and Soil Mechanics, 2020, 41(S1): 355-367.
[4] MENG Min-qiang, WANG Lei, JIANG Xiang, WANG Cheng-gui, LIU Han-long, XIAO Yang, . Single-particle crushing test and numerical simulation of coarse grained soil based on size effect [J]. Rock and Soil Mechanics, 2020, 41(9): 2953-2962.
[5] CHEN Bing-rui, FENG Xia-ting, FU Qi-qing, WANG Bo, ZHU Xin-hao, LI Tao, LU Cai-ping, XIA Huan, . Integration and high precision intelligence microseismic monitoring technology and its application in deep rock engineering [J]. Rock and Soil Mechanics, 2020, 41(7): 2422-2431.
[6] HONG Chen-jie, HUANG Man, XIA Cai-chu, LUO Zhan-you, DU Shi-gui, . Study of size effect on the anisotropic variation coefficient of rock joints [J]. Rock and Soil Mechanics, 2020, 41(6): 2098-2109.
[7] CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, YE Yang-fan. Experimental study on maximum dry density of scaled coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1599-1604.
[8] LIU Gong-xun, LI Wei, HONG Guo-jun, ZHANG Kun-yong, CHEN Xiu-han, SHI Shao-gang, RUTTEN Tom. Sandstone failure characteristics in large-scale cutting model tests [J]. Rock and Soil Mechanics, 2020, 41(4): 1211-1218.
[9] CUI Wei, ZOU Xu, LI Zheng, JIANG Zhi-an, XIE Wu, . Experimental study on seepage diffusion movement in fractal rock fractures [J]. Rock and Soil Mechanics, 2020, 41(11): 3553-3562.
[10] WEI Xin-jiang, CHEN Tao-tao, WANG Xiao, ZHU Han-hua, . Mechanical analysis of slab buckling rockburst in circular tunnel considering the interaction between rock plates [J]. Rock and Soil Mechanics, 2020, 41(11): 3680-3686.
[11] SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146.
[12] ZHENG Kun, MENG Qing-shan, WANG Ren, YU Ke-fu, . Experimental study of acoustic emission characteristics of coral skeleton limestone under triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 205-213.
[13] ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81.
[14] ZHANG Chuan-qing, LIU Zhen-jiang, ZHANG Chun-sheng, ZHOU Hui, GAO Yang, HOU Jing, . Experimental study on rupture evolution and failure characteristics of aphanitic basalt [J]. Rock and Soil Mechanics, 2019, 40(7): 2487-2496.
[15] LI Tong, FENG Xia-ting, WANG Rui, XIAO Ya-xun, WANG Yong, FENG Guang-liang, YAO Zhi-bin, NIU Wen-jing, . Characteristics of rockburst location deflection and its microseismic activities in a deep tunnel [J]. Rock and Soil Mechanics, 2019, 40(7): 2847-2854.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[3] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[4] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
[5] WU Liang, ZHONG Dong-wang, LU Wen-bo. Study of concrete damage under blast loading of air-decking[J]. , 2009, 30(10): 3109 -3114 .
[6] ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical simulation of piping based on coupling seepage and pipe flow[J]. , 2009, 30(10): 3154 -3158 .
[7] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
[8] CUI Hao-dong, ZHU Yue-ming. Back analysis of seepage field of Ertan high arch dam foundation[J]. , 2009, 30(10): 3194 -3199 .
[9] SUN De-an. Hydro-mechanical behaviours of unsaturated soils and their elastoplastic modelling[J]. , 2009, 30(11): 3217 -3231 .
[10] JIA Yu-feng,CHI Shi-chun,LIN Gao. Constitutive model for coarse granular aggregates incorporating particle breakage[J]. , 2009, 30(11): 3261 -3266 .