›› 2014, Vol. 35 ›› Issue (S2): 325-331.

• Geotechnical Engineering • Previous Articles     Next Articles

Risk analysis and trend prediction of long inclined-shaft construction in coalmine by TBM

HOU Gong-yu, LIANG Rong, GONG Yan-fen, LIU Lin, TIAN Le   

  1. School of Mechanics and Civil Engineering,China University of Mining & Technology(Beijing),Beijing 100083,China
  • Received:2014-04-21 Online:2014-10-31 Published:2014-11-12

Abstract: Risk factors of long inclined-shaft construction in coalmine by TBM were identified; and two-layer indicator system was established for risk assessment. Standard of risk classification was determined. Risk analysis model for long inclined-shaft construction in coalmine by TBM techniques was established on the basis of set pair analysis. Weight vector was determined by entropy weight method. Calculation method of five-element partial connection number was established and method of trend prediction was put forward by improved set pair potential theory. Trend analysis and risk evaluation of inclined wells (experiment wells #1, #2) which were constructed by TBM in Taigemiao mine area were studied by this model. The model is effective and practical for the risk analysis of mine inclined-shaft construction by TBM. As a result it provides a new way for long inclined-shaft construction in coalmine by TBM techniques

Key words: mine inclined wells, tunnel boring machine(TBM) construction, risk assessment, set pair analysis

CLC Number: 

  • TD 822
[1] CHEN Wu, ZHANG Guo-hua, WANG Hao, CHEN Li-biao, . Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy [J]. Rock and Soil Mechanics, 2019, 40(9): 3549-3558.
[2] ZHANG Ting-ting, LI Jiang-shan, WANG Ping, XUE Qiang, . Stabilization characteristics and risk assessment of hexavalent chromium-contaminated soils by ferrous sulfate treatment [J]. Rock and Soil Mechanics, 2019, 40(10): 3928-3936.
[3] LIU Yang-yang, GUO Zeng-zhang, LI Yong-qiang, LI You-peng. Risk assessment model of highway slope based on entropy weight set pair analysis and vehicle laser scanning [J]. Rock and Soil Mechanics, 2018, 39(S2): 131-141.
[4] LI Jian-peng, NIE Qing-ke, LIU Quan-sheng, YU Jun-chao,. Risk assessment method of karst ground collapse based on weight back analysis [J]. , 2018, 39(4): 1395-1400.
[5] WANG Hao, DOU Hong-qiang, XIE Yong-ning, LIAO Xiao-ping, . A technical framework for life cycle risk assessment and management of highway cut slopes [J]. , 2017, 38(12): 3505-3516.
[6] HE Peng , XIAO Jie , ZHANG Jian , XU Fei , ZHANG Yun-peng,. FAHP model of dynamic risk assessment for expansive soil cut slope stability and its engineering application [J]. , 2016, 37(S2): 502-512.
[7] WANG Ming-wu, ZHAO Kui-yuan, ZHU Qi-kun, JIANG Hui, JIN Ju-liang. Decision-making model of supporting schemes of foundation pit based on cumulative prospect theory and connection number [J]. , 2016, 37(S2): 622-628.
[8] LI Dian-qing,XIAO Te,CAO Zi-jun,ZHOU Chuang-bing,PHOON Kok-kwang, . Slope risk assessment using efficient random finite element method [J]. , 2016, 37(7): 1994-2003.
[9] LI Qi,SHI Hui,YANG Duo-xing,. Classification of hazard levels of carbon dioxide dispersion under a well blowout in a CCS project [J]. , 2016, 37(7): 2070-2078.
[10] ZHOU Jian-jun , YANG Zhen-xing , . Discussion on key issues of TBM construction for long and deep tunnels [J]. , 2014, 35(S2): 299-305.
[11] QUAN Wei ,TAN Yue-hu ,LI Er-bing ,XU Hui . Study of dam site selection of Kala hydropower station based on landslide risk assessment [J]. , 2013, 34(1): 250-258.
[12] WU Yue , LIU Dong-sheng , LU Xin , SONG Qiang-hui. Vulnerability assessment model for hazard bearing body and landslide risk index [J]. , 2011, 32(8): 2487-2492.
[13] JING Wen-jun , YANG Chun-he , CHEN Feng. Risk assessment of salt cavern oil/gas storage based on accident statistical analysis [J]. , 2011, 32(6): 1787-1794.
[14] HE Hu ,DOU Lin-ming ,GONG Si-yuan ,ZHOU Peng ,XUE Zai-jun ,HE Jiang. Study of acoustic emission monitoring technology for rockburst [J]. , 2011, 32(4): 1262-1268.
[15] WU Yue, LIU Dong-sheng, LU Xin, SONG Qing-hui. A quantitative assessment model for property risk caused by single landslide [J]. , 2010, 31(S2): 342-348.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CHU Xi-hua, XU Yuan-jie. Studies on transformation from M-C criterion to Drucker-Prager criterions based on distortion energy density[J]. , 2009, 30(10): 2985 -2990 .
[2] LIU Dou-dou, CHEN Wei-zhong, YANG Jian-ping, TAN Xian-jun, ZHOU X. Experimental research on strength characteristic of brittle rock unloading confining pressure[J]. , 2009, 30(9): 2588 -2594 .
[3] WANG Gui-yao,LI Bin,LUO Jun,FU Hong-yuan. Study of soil-water charactiristics and matric suction measurement device for unsaturated silty soil[J]. , 2010, 31(11): 3678 -3682 .
[4] WANG Zhi-ping,HU Min-yun,XIA Ling-tao. Research on compressibility of municipal solid waste by laboratory tests[J]. , 2009, 30(6): 1681 -1686 .
[5] JIA Qiang, YING Hui-qing, ZHANG Xin. Construction of basement in existing buildings by static bolt-pile[J]. , 2009, 30(7): 2053 -2057 .
[6] LU Jun-fu,WANG Ming-nian,JIA Yuan-yuan,YU Yu, TAN Zhong-sheng. Research on construction time of secondary lining of large section loess tunnel for high-speed railway[J]. , 2011, 32(3): 843 -848 .
[7] DANG Fa-ning , LIANG Xin-yu , TIAN Wei , CHEN Hou-qun. Numerical analysis of size effect on meso-concrete random aggregate model[J]. , 2009, 30(S2): 518 -523 .
[8] WANG Cheng-hua, AN Jian-guo. Numerical analyses of vertical bearing capacity of foundations with enlarged pile group[J]. , 2011, 32(S2): 580 -585 .
[9] FANG Tao , LIU Xin-rong , GENG Da-xin , LUO Zhao , JI Xiao-tuan , ZHENG Ming-xin . Model testing study of vertical bearing behaviors for large diameter pile with variable cross-section (I)[J]. , 2012, 33(10): 2947 -2952 .
[10] HU Wan-yu ,CHEN Xiang-hao ,LIN Jiang ,KUANG Lei-qiang . In-situ drilling tests of seepage in gravel soil core wall during the first impoundment in Pubugou hydropower station[J]. , 2013, 34(5): 1259 -1263 .