›› 2011, Vol. 32 ›› Issue (10): 3053-3057.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanical analysis of fault activation water inrush in over burden rock and its application

SHI Ben-qiang1, HOU Zhong-jie2   

  1. 1. School of Geology and Environment, Xi’an University of Science and Technology, Xi’an 710054, China; 2. School of Energy Source, Xi’an University of Science and Technology, Xi’an 710054, China
  • Received:2010-01-20 Online:2011-10-10 Published:2011-10-13

Abstract: According to statistics, the eighty percent of water inrushes and submerged well accidents were induced by the faults in China. Most of them were induced by the fault activation affected by the workface advanced in non-water-transmissible faults under the condition of original geology. Owing to the need of safe production and water-preserved mining, the activation and water inrush of faults in overburden rock due to the advance of workface were analyzed with mechanics. The mining methods of both preventing fault activation water inrush and water-preserved mining were researched. The fault activation criterion was deduced by the Mohr-Coulomb failure criterion. The calculating formula of critical obliquity and the critical mining depth of the fault activation were deduced. The calculating formula of critical advanced distance was deduced in activating of the fault for the interval mining method adopted. The results show that the failure form of the fault has prodigious relation with the obliquity of fault. With the increase of fault obliquity, the failure form of fault show successively: simultaneity failure of the fault with overburden rock in advancing of the workface, shear failure and tension failure. The more the increase of fault obliquity becomes, the easier activation of fault becomes. According to research result, the critical advanced distance was calculated when the interval mining method adopted, following the example of water-preserved mining at Daliuta mine. The calculated result was validated by the use of a similar simulation.

Key words: fault activation water inrush, mechanical analysis, water-preserved mining, interval mining, similar simulation experiment

CLC Number: 

  • TD 823.83
[1] JIANG Zhong-ming, LIU Li-yuan, ZHAO Hai-bin, TANG Dong, HU Wei, MEI Song-hua, LI Peng, . Study of dynamic boundary conditions for thermo-mechanical coupling analysis of underground gas storage cavern [J]. Rock and Soil Mechanics, 2019, 40(3): 1149-1157.
[2] LI Ying-fu,HUA Xin-zhu. Mechanical analysis of stability of key blocks of overlying strata for gob-side entry retaining and calculating width of roadside backfill [J]. , 2012, 33(4): 1134-1140.
[3] LI De-zhong, LI Bing-bing, TAN Yuan-yuan. Analysis and control of distortion of surrounding rock of roadway at deep ground of mine [J]. , 2009, 30(1): 109-112.
[4] LU Yi-yu, LU Zhao-hui, LI Xiao-hong, KANG Yong, ZHAO Yu. Mechanical analysis of water jets assisting PDC bit to cut rocks [J]. , 2008, 29(11): 3037-3040.
[5] Lü Mei-jun , YAN E-chuan , CHENG Jiang-tao . Study on critical depth of fracture water for nearly horizontal strata landslide [J]. , 2008, 29(1): 207-211.
[6] CHU Wei-jiang,XU Wei-ya,SU Jing-bo,REN Qiang,SHI Chong. Study of numerical model for large tunnel during construction process in water filling jointed rock mass [J]. , 2006, 27(S1): 156-160.
[7] SHEN Shui-long , CAI Feng-xi , GU Wei-hua . Excess pore pressure around deep mixing column in soft Ariake clay [J]. , 2006, 27(4): 648-652.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[4] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[5] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[6] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[7] CHEN Li-wen, SUN De-an. Bifurcation analysis of overconsolidated clays with soil-water coupling along different stress paths[J]. , 2011, 32(10): 2922 -2928 .
[8] ZHENG Gang ZHANG Li-ming DIAO Yu. Analysis of working performance of piles beneath excavation bottom and settlement calculation[J]. , 2011, 32(10): 3089 -3096 .
[9] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[10] WANG Yu ,JIA Zhi-gang ,LI Xiao ,WANG Can ,YU Hong-ming . Fuzzy random reliability analysis of slope based on fuzzy point estimate method[J]. , 2012, 33(6): 1795 -1800 .