›› 2015, Vol. 36 ›› Issue (10): 2737-2749.doi: 10.16285/j.rsm.2015.10.001

• Fundamental Theroy and Experimental Research •     Next Articles

Critical problems of study of slabbing failure of surrounding rock in deep hard rock tunnel and research progress

ZHOU Hui1, LU Jing-jing1, XU Rong-chao2, ZHANG Chuan-qing1, MENG Fan-zhen1   

  1. 1.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. School of Resources and Environment, North China University of Water Resources and Electric Power, Zhengzhou, Henan 450045, China
  • Received:2014-04-04 Online:2015-10-10 Published:2018-06-13

Abstract: Slabbing failure with regularity of surrounding rock is a typical failure phenomenon in deep hard and brittle rock mass due to excavation activity, which poses a serious challenge to safely construct the underground tunnels. There are two critical problems in the research of slabbing failure, i.e. the formation mechanism of slabbing failure and its influencing factors, and the relationship between slabbing failure and rockburst. Remarkable achievements have been made in the slabbing failure by theoretical analysis, field tests, laboratory experiments and numerical simulation over the past decades. By summarizing the research progress related to these two critical problems, it is believed that the formation mechanism of slabbing failure is a complex problem involving various influencing factors. Based on the meso-mechanism of the slabbing failure, the key point to explore its formation mechanism is to establish different types of mechanical criterion and model. Slabbing failure and rockburst have strong correlation and essential connection. To further reveal characteristics of slabbing failure and the involved precursor information of rockburst is a critical and difficult problem to study the relationship between slabbing failure and rockburst.

Key words: deep tunnel, slabbing failure, rockburst, critical problems, research progress

CLC Number: 

  • TU 457
[1] 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.
[2] ZHOU Hui, CHEN Jun, ZHANG Chuan-qing, ZHU Yong, LU Jing-jing, JIANG Yue, . Experimental study of the rockburst model material with low-strength and high-brittleness [J]. Rock and Soil Mechanics, 2019, 40(6): 2039-2049.
[3] SU Guo-shao, YAN Si-zhou, YAN Zhao-fu, ZHAI Shao-bin, YAN Liu-bin, . Evolution characteristics of acoustic emission in rockburst process under true-triaxial loading conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1673-1682.
[4] YAN Jian, HE Chuan, WANG Bo, MENG Wei, . Influence of high geotemperature on rockburst occurrence in tunnel [J]. Rock and Soil Mechanics, 2019, 40(4): 1543-1550.
[5] LUO Dan-ni, SU Guo-shao, HE Bao-yu, . True triaxial test on rockburst of granites with different water saturations [J]. Rock and Soil Mechanics, 2019, 40(4): 1331-1340.
[6] MEI Shi-ming, HU Xiao-chuan, SU Guo-shao, CHEN Guan-yan, . Model test study of the influence of intermediate principal stress on rockburst in tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 3959-3968.
[7] LIU Quan-sheng, DENG Peng-hai, BI Chen, LI Wei-wei, LIU Jun, . FDEM numerical simulation of the fracture and extraction process of soft surrounding rock mass and its rockbolt-shotcrete-grouting reinforcement methods in the deep tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 4065-4083.
[8] CHEN Zheng-han, GUO Nan, . New developments of mechanics and application for unsaturated soils and special soils [J]. Rock and Soil Mechanics, 2019, 40(1): 1-54.
[9] ZHAO Fei, WANG Hong-jian, HE Man-chao, YUAN Guang-xiang, LUO Yao-wu, . Acoustic emission characteristics of granite specimens with different heights in rockburst tests [J]. Rock and Soil Mechanics, 2019, 40(1): 135-146.
[10] ZHU Si-tao, JIANG Fu-xing, ZHU Hai-zhou, ZHANG Jun-jie, LIAN Hong-quan, HAN Guo-qing, . Study of mechanism of rockburst accident in heading face in high stress area [J]. Rock and Soil Mechanics, 2018, 39(S2): 337-343.
[11] WANG Zhi-dong, LI Li-yun, CHEN Tao, LIU Bing-quan, . Study of energy release in model tests on pillar rockburst [J]. Rock and Soil Mechanics, 2018, 39(S2): 177-185.
[12] ZHANG Chuan-qing, GAO Yang, LIU Ning, ZHOU Hui, FENG Xia-ting, . Reflection on the problems in mechanical response monitoring and testing design of deep tunnels [J]. , 2018, 39(7): 2626-2631.
[13] XIANG Peng, JI Hong-guang, CAI Mei-feng, ZHANG Yue-zheng. Dynamic energy release mechanism and geometric scale feature of ejection rockburst source [J]. , 2018, 39(2): 457-466.
[14] SI Xue-feng, GONG Feng-qiang, LUO Yong, LI Xi-bing, . Experimental simulation on rockburst process of deep three-dimensional circular cavern [J]. , 2018, 39(2): 621-634.
[15] MA Chun-chi, LI Tian-bin, ZHANG Hang, WANG Jian-feng,. An evaluation and early warning method for rockburst based on EMS microseismic source parameters [J]. , 2018, 39(2): 765-774.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[4] WEI Gang,GUO Zhi-we,WEI Xin-jiang,CHEN Wei-jun. Analysis of coupled seepage and stress of shield tunnel launching accident in soft clay[J]. , 2010, 31(S1): 383 -387 .
[5] ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars[J]. , 2010, 31(9): 2987 -2990 .
[6] YUAN Xi-zhong, LI Ning , ZHAO Xiu-yun, YANG Yin-tao. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. , 2010, 31(10): 3265 -3272 .
[7] BAI Bing, LI Xiao-chun, SHI Lu, TANG Li-zhong. Slope identity of elastoplastic stress-strain curve and its verification and application[J]. , 2010, 31(12): 3789 -3792 .
[8] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[9] CAI Hui-teng, WEI Fu-quan, CAI Zong-wen. Study of silty clay dynamic characteristics in Chongqing downtown area[J]. , 2009, 30(S2): 224 -228 .
[10] SONG Ling , LIU Feng-yin , LI Ning . On mechanism of rotary cone penetration test[J]. , 2011, 32(S1): 787 -0792 .