1、 b u J nullnull null 以乌鲁木齐八道湾地区某煤矿采空区为例王新刚1, 2,张龙菊1, 2,冯晓腊2,李云安2(1null 中国地质大学岩土钻掘与防护教育部工程研究中心,武汉430074;2.中国地质大学工程学院,武汉430074)Knull1: Z ! u b u,YV7aaG m bu JC , TaB;Kv #EE , T V ? J;C $ , 8s u ,| us b JBv ua ul ubT V uy !?4 SG b1oM: b u; J;B ms |:X43null null nullDS M : A null null nullcI|:1671null15
2、56(2011) 02null0018null05l : 2010null08null06null null : 2010null11null12Te:(1986null ), 3, V 3,1Z_r8# NbEnullmail: wangxingang015 163. comEvaluation on Subsidence Geological Hazards in Coal Mine Goafsnull null null Taking the Coal Mining Goaf in Urumai Eight Bay Area for ExampleWANG Xinnullgang1, 2
3、, ZHANG Longnullju1, 2,FENG Xiaonullla2,LI yunnullan2( 1nullEngineering Research Center of Rocknullsoil and Ex cav ation and Protection of Ministry ofEducation, China University of Geosciences, Wuhan 430074, China;2nullFaculty of Engineering , China University of Geoscience, Wuhan 430074, China)Abst
4、ract: The research object is a coal mining goaf in Urumqi Eight Bay Area. Based on the situation andprediction assessment of collapse risk, this paper carries out the comprehensive regional assessment withthe aim to provide ascientific basis for construction land planning and geological hazard contr
5、ol in thestudyarea. Field geological surveys, geophysical exploration and drilling indicate that the hazard risk is modernullate; the forecast evaluation by the maximum height of water flowing the fractured zone and the analyticalmethod show that collapse may continue; and thecomprehensive regionala
6、ssessment divides the study areainto largenull, mediumnull and smallnullsized sections in the risk of mining subsidence.Key words: coal mining goaf; collapse; geological hazard; risk assessment0 nullnull Z ! u b J? u,u / 7 v b u,iX v J, H Y“ 3 3 ,“ 3 ?Z g?y !byN u b us+C$ b JB 1ilb b u JB v #By 1 3
7、,kN,3 Z ! u b u8 b:n5 74a5aG4 m b Js+,C ; G uKSHq/ b JYS #9 b JYS, M1, ;KC $ 18 null2 2011 Mnull null 3null null null null null null null安全与环境工程Safety and Environmental Engineering null null null null null nullVol.18 null No. 2Mar. null 2011Bs ub“ P8 T 8a V L, V u?ay !4 SG b1 null u 6 u Z ! u, z3. 5
8、km, 25 km,9 15. 17 km2b u# 2r m 3 us b J ()#, J ()aaHs, %Z_ , v1 000 m3/ d, b uY vb uS#/L nm1bm1 null uS#/L UimFig. 1null Study area and tectonic line profile diagram2 null u b JBC u1s u 2 ) 6)a J( ) 30)a J 3 ( ) 11), 1 b JBCb2.1null b J?+# ? u b J1VC 3F: null Jnull F(nm2) ,1s u 2J ( ), J ( ) HH,HT9
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10、/, “ 1.717; o 145 m H, “ 1. 848,| “ h7. 62%b o / -, “ /,3 o , 8 =/ r7 8=B , T/, 8/ 9v,V7 8, “HWwM, 8 = v,#7C“ o /a“ 6+b4 nullnull (1) o 145 m 6175 mV,/ L A_ = w , / i o y 6, B, d# s “ o h7M; o 175 m145 mV,/ LA_ w, d# s “ o /7 A_/ wbT/,| 8V d# ? 3 AM, 8 =Y .b(2)YV 1 Es, | M+ m,YV ms, /MM l, o MT/) b(
11、3)JanbuEaBishopEaMnullPEsY 145 ma151 ma157 ma163 ma169 ma175 mH o 9 , M? pb o 6V, M ., “ HW9F“ v; o /V,“ 5 6 t b ID:1 l , k, o,. , o u $| ? 3a+ay# J. F , 2005,24(17): 3 146- 3 153.2, ol, . 1dr Y J.r , 1999, 20(1): 1- 14.3 2. , o n u MD.q:Sv, V , 2007.4 ). , o o8 BD.q:Sv,p V , 2008.5o. u o| 8“dD.q:Sv,p V , 2008.22null null null null null null null null null null null null null null null null null 安全与环境工程null null null null null null null null null null null null null null 第18卷