WANG Qian-kun, KANG Xian-wei, ZHU Ke. Coupling Evaluation Method of the Construction Risk for Subway Deep Foundation Pit[J]. Journal of Northeastern University(Natural Science), 2021, 42(8): 1152-1158.
[1]王成汤,王浩,覃卫民,等.基于多态模糊贝叶斯网络的地铁车站深基坑坍塌可能性评价[J].岩土力学,2020,41(5):1670-1679,1689.(Wang Cheng-tang,Wang Hao,Qin Wei-min,et al.Evaluation of collapse possibility of deep foundation pits in metro stations based on multi-state fuzzy Bayesian network[J].Rock and Soil Mechanics,2020,41(5):1670-1679,1689.) [2]Clarke J A,Laefer D F.Evaluation of risk assessment procedures for buildings adjacent to tunnelling works[J].Tunnelling and Underground Space Technology,2014,40:333-342. [3]An J B,Sun C F.Safety assessment of the impacts of foundation pit construction in metro station on nearby buildings[J].International Journal of Safety and Security Engineering,2020,10(3):423-429. [4]Wei Y,He J,Pan H Z,et al.Research on foundation pit construction risk of metro station based on fuzzy entropy theory[C]//2nd International Conference on Mechatronics,Control and Automation Engineering (MCAE 2017).Shenzhen,2017:183-190. [5]刘戈,李峰.基于三角模糊数的地铁施工风险评价研究[J].建筑经济,2011,6(sup):1-4.(Liu Ge,Li Feng.Study of subway construction risk assessment based on the triangular fuzzy numbers[J].Construction Economy,2011,6(sup):1-4.) [6]Wu L Y,Bai H B,Yuan C.et al.FANPCE technique for risk assessment on subway station construction[J].Journal of Civil Engineering and Management,2019,25(6):599-616. [7]Sun J L,Liu B G,Chu Z F,et al.Tunnel collapse risk assessment based on multistate fuzzy Bayesian networks[J].Quality & Reliability Engineering International,2018,34(8):1646-1662. [8]王乾坤,年春光,杨冬,等.基于T-S模糊神经网络的地铁深基坑安全预警[J].中国安全科学学报,2018,28(8):161-167.(Wang Qian-kun,Nian Chun-guang,Yang Dong,et al.Early warning of in metro deep foundation pit construction based on T-S fuzzy neural network[J].Chinese Journal of Safety Science,2016,28(8):161-167.) [9]Zhou Y,Li C S,Ding L Y,et al.Combining association rules mining with complex networks to monitor coupled risks[J].Reliability Engineering and System Safety,2019,186:194-208. [10]Brooker P.Air traffic management accident risk.Part 1:the limits of realistic modelling[J].Safety Science,2006,44(5):419-450. [11]Michael Y,Chris T B,Madhur A.Coupling fishery dynamics,human health and social learning in a model of fish-borne pollution exposure[J].Sustainability Science,2016,11(2):179-192. [12]Miller M,Baker J W.Coupling mode-destination accessibility with seismic risk assessment to identify at-risk communities[J].Reliability Engineering & System Safety,2016,147:60-71. [13]Chinkulkijniwat A,Horpibulsuk S,Semprich S.Modeling of coupled mechanical-hydrological processes in compressed-air-assisted tunneling in unconsolidated sediments[J].Transport in Porous Media,2015,108(1):105-129. [14]Pan H Z,Gou J,Wan Z H,et al.Research on coupling degree model of safety risk system for tunnel construction in subway shield zone[J].Mathematical Problems in Engineering,2019(5):1-19. [15]Xue Y T,Xiang P C,Jia F Y,et al.Risk assessment of high-speed rail projects:a risk coupling model based on system dynamics[J].International Journal of Environmental Research and Public Health,2020,17(15):E5307. [16]张津嘉,许开立,王延瞳,等.瓦斯爆炸事故风险耦合分析[J].东北大学学报(自然科学版),2017,38(3):414-417,447.(Zhang Jin-jia,Xu Ka-li,Wang Yan-tong,et al.Analysis of risk coupling of gas explosion accidents[J].Journal of Northeastern University (Natural Science),2017,38(3):414-417,447.) [17]Zhao J X,Meng W,Sun F.Construction risk assessment of metro elevated station based on C-OWA operator and improved extenics[C//OL]//5th International Conference on Minerals Source,Geotechnology and Civil Engineering[2020-10-25].http://dx.doi.org/10.1088/1755-1315/525/1/012012.(上接第1151页) [9]Tan Y L,Yu F H,Chen L.A new approach for predicting bedding separation of roof strata in underground coal mines[J].International Journal of Rock Mechanics and Mining Science,2013,61:183-188. [10]池秀文,吕占胜,张文举,等.充填开采安全深度与保安矿柱圈定研究[J].中国矿业,2018,27(12):134-139.(Chi Xiu-wen,Lyu Zhan-sheng,Zhang Wen-ju,et al.Study on the safety depth of cut and fill mining and the demarcation of security mine[J].China Mining Magazine,2018,27(12):134-139.) [11]聂卫平.建筑物下安全开采深度研究[D].焦作:河南理工大学,2007.(Nie Wei-ping.Research on safety exploiting depth of mining under buildings[D].Jiaozuo:Henan Polytechnic University,2007.) [12]陈俊杰,邹友峰.煤矿安全开采深度的预计与判定研究[J].矿业安全与环保,2005,32(6):4-5.(Chen Jun-jie,Zou You-feng.Study of estimation and judgment on safely mining depth of coal mines[J].Mining Safety and Environmental Protection,2005,32(6):4-5.) [13]郑文棠,徐卫亚,童富果,等.复杂边坡三维地质可视化和数值模型构建[J].岩石力学与工程学报,2007,26(8):1633-1644.(Zheng Wen-tang,Xu Wei-ya,Tong Fu-guo,et al.3D geological visualization and numerical modeling of complicated slope[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1633-1644.) [14]刘晓明,罗周全,杨彪,等.复杂矿区三维地质可视化及数值模型构建[J].岩土力学,2010,31(12):4006-4010.(Liu Xiao-ming,Luo Zhou-quan,Yang Biao,et al.Numerical modeling and geological body visualization for complex mine[J].Rock and Soil Mechanics,2010,31(12):4006-4010.) [15]罗周全,吴亚斌,刘晓明,等.基于Surpac的复杂地质体FLAC3D模型生成技术[J].岩土力学,2008,29(5):1334-1338.(Luo Zhou-quan,Wu Ya-bin,Liu Xiao-ming,et al.FLAC3D modeling for complex geologic body based on Surpac[J].Rock and Soil Mechanics,2008,29(5):1334-1338.) [16]Wang F T,Duan C H,Tu S H,et al.Hydraulic support crushed mechanism for the shallow seam mining face under the roadway pillars of room mining goaf[J].International Journal of Mining Science and Technology,2017,27(5):853-860. [17]Hauquin T,Deck O,Gunzburger Y.Average vertical stress on irregular elastic pillars estimated by a function of the relative extraction ratio[J].International Journal of Rock Mechanics and Mining Science,2016,83:122-134. [18]胡颖鹏,任凤玉,丁航行,等.基于Surpac的复杂岩体RFPA3D模型构建与应用[J].东北大学学报(自然科学版),2018,39(7):1028-1032.(Hu Ying-peng,Ren Feng-yu,Ding Hang-xing,et al.RFPA3D modeling and application for complex rock masses based on Surpac[J].Journal of Northeastern University(Natural Science),2018,39(7):1028-1032.) [19]杨伦,石金峰,于广明,等.关于煤矿安全开采深度的探讨[J].煤炭科学技术,1995,23(4):43-46.(Yang Lun,Shi Jin-feng,Yu Guang-ming,et al.Discussion on safe mining depth of coal mine[J].Coal Science and Technology,1995,23(4):43-46.) [20]Wang Y,Zhou J W,Wen B.Subsidence prediction under thick alluvium based on probability integration method[J].Applied Mechanics and Materials,2013,448:3808-3813. [21]Oyler D C,Mark C,Dolinar D R,et al.A study of the ground control effects of mining longwall faces into open or backfilled entries[J].Geotechnical and Geological Engineering,2001,19:137-168. [22]Wang L,Jiang C,Wei T,et al.Robust estimation of angular parameters of the surface moving basin boundary induced by coal mining:a case of Huainan mining area[J].KSCE Journal of Civil Engineering,2020,24(1):266-277. [23]王林峰,邓冰杰,莫诎,等.基于概率论的爆破振动安全评估与控制[J].振动与冲击,2020,39(14):122-129.(Wang Lin-feng,Deng Bing-jie,Mo Qu,et al.Safety assessment and control of blasting vibration based on the probabikity theory[J].Journal of Vibration and Shock,2020,39(14):122-129.) [24]Yan G B,Chen C,Guo J.Study of blasting vibration safety security criterion method based on response spectrum[J].Procedia Engineering,2010,7:247-250.