静荷载作用下采空区地表变形研究综述
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摘要
综述当前采空区在静力荷载状态下地表变形的国内外研究现状,着重介绍了影响采空区变形的因素、变形研究方法、变形预测方法、采空区建筑物设计原则、采空区上建筑物的构造措施等。对各种研究方法的优缺点进行比较和评述,最后指出采空区变形研究存在的问题和发展的方向,对今后的科研工作提供了一定的价值。
The current research state of problems associated with mined-out regions is reviewed systematically,including the deformation influencing factors,deformation research method,deformation prediction method,designing principles,structural measures. Some problems needed to be solved and some points needed to study in future are also pointed out.
The current research state of problems associated with mined-out regions is reviewed systematically,including the deformation influencing factors,deformation research method,deformation prediction method,designing principles,structural measures. Some problems needed to be solved and some points needed to study in future are also pointed out.
引文
[1]钟长意.桃花山矿采空区塌陷规律研究[M].武汉:武汉科技大学,2012.
[2]曾宪辉,林连宝,邹凯.紫金山金矿地下采空区顶板上露天台阶失稳的控制[J].有色金属,2002,54(2):93-97.
[3]Singh,R P.,Yadav R.N.Prediction of subsidence due to coal mining in Raniganj Coalfield,West Bengal,India[J].Engineering Geology,1995,39:103-11.
[4]Statham,I.,Treharn,G.Subsidence due to abandoned mining in the South Wales Coalfield[A]//UJC:Causes,Mechanisms and Environmental Risk Assessment[C].Proceedings of the Fourth International Symposium on Land Subsidence,May 1991,143-152.
[5]孙超,薄景山,刘红帅等.采空区地表沉降影响因素研究[J].吉林大学学报(地球科学版),2009,39(3):448-453.
[6]万战胜.公路下伏采空区地表变形及处理范围研究[D].西安:长安大学,2011.
[7]Holub,K.Predisposition to induced seismicity in some Czech Coal Mines[J].Pure Appl.Geophys,150(1997):435-450.
[8]张永波.老采空区建筑地基稳定性及其变形破坏规律研究[D].太原:太原理工大学,2005.
[9]曾开华,张国锋,杨晓杰.门头沟多层采空区地基稳定性及变形预测研究[J].中国矿业,2010,19(10):87-90.
[10]丁陈建.采动场地残余变形特征及预测模型研究[D].徐州:中国矿业大学,2009.
[11]Kwinta,A.,Hejmanowski,R.,Sroka,A.A time function analysis used for the prediction subsidence[A]//Proceeding of the Internation Symposium on Mining and Technology[C].Xuzhou:Balkema,1996:419-424.
[12]Komalski,A.Surface subsidence and rate of its increments based on measurements and theory[J].Arch.Min.Sci.,2001,46(4):391-406.
[13]王军保,刘新荣,李鹏,等.MMF模型在采空区地表沉降预测中的应用[J].煤炭学报,2012,37(3):411-415.
[14]穆满根.采空区地表移动变形的时间影响参数[J].中国地质灾害与防治学报,2009,20(3):56-58.
[15]邹友峰,邓喀中,马伟民.矿山开采沉陷工程[M].徐州:中国矿业大学出版社,2003.
[16]纪万斌.塌陷与灾害[M].北京:地震出版社,1997.
[17]Asaoka,A.Observational procedure of settlement prediction[J].Soils and Foundations,1978,18(4):87-101.
[18]Bell,F.G.,Culshaw,M.G.,Cripps J.C.,etc al.Engineering geology of underground movement[M].London,the Geological Society,1988.
[19]Whittaker,B.N.Surface subsidence aspects of room and pillar mining[J].Mining Department Magazine,University of Nottingham,1985,37:59-67.
[20]Waltham,A.C.Ground subsidence[M].New York,Blackie,1989.
[21]贡长青,郝文辉,任改娟,等.基于弹性薄板理论的煤矿采空区地表沉陷预测[J].中国地质灾害与防治学报,2011,22(1):63-68.
[22]张长敏.煤矿采空塌陷特征与危险性预测研究[D].北京:中国地震局地质研究所,2009.
[23]周敏.地下开采地表移动变形的规律研究及影响因素分析[D].重庆:重庆大学,2011.
[24]张俊英.地表新增荷载对采空区上方覆岩的影响规律[J].煤炭学报,2008,33(2):166-170.
[25]刘宝琛,廖国华.煤矿地表移动的基本规律[M].北京:中国工业出版社,1965.
[26]吴盛才,徐鹏,贺跃光.高速公路下伏采空区地表变形预计及稳定性评价[J].测绘科学,2012,37(2):97-99.
[27]郭增长,王金庄,戴华阳.极不充分开采地表移动与变形预计方法[J].矿山测量,2000,29(2):155-158.
[28]李永树,王金庄.背斜构造矿层开采地面沉陷规律研究[J].岩土工程学报,1998,20(6):67-69.
[29]张向东,赵瀛华,刘世君.厚冲积层下地表沉陷与变形预计的新方法[J].中国有色金属学报,1999,9(2):435-440.
[30]余华中,李德海,李明金.厚松散层下开采预计的概率积分法修正模型[J].焦作工学院学报,2004,23(4):255-257.
[31]陈晓斌,张家生,安关峰.高速公路采空区地面变形计算方法[J].岩土工程报,2007,29(2):191-197.
[32]Sirivardane,Amanda.Displacement based approach for prediction of subsidence cause by long wall mining using numerical method[A]//Proc.The,INT,Conf on Computer Method[C].1991.
[33]Yao,X.L.,Reddish D.J.Nonlinear finite element analysis of surface subsidence arising from indined sean entraction[J].INT.I.RODK,Mesh.&Mining SCI.,1993(4):431-41.
[34]Wood,Larnach.,Drum.Constitutive modeling and finite element analysis of ground subsidence due to mining[M].University of Oklahoma,1990.
[35]妙美兰,廖英泰,邹泽举.基于弹性非线性理论的采空区有限元数值模拟分析[J].西部探矿工程,2005(11):104-106.
[36]丁建奇,黄健,刘松玉,等.高速公路下伏多层倾斜采空区危害性评价的有限元数值模拟[A]//第二届全国公路科技创新高层论坛论文集[C].北京:人民交通出版社,2004:412-418.
[37]Islam,Md.,Hayashi,A.B.M.,Kamruzzaman.Finite element modeling of stress distributions and problems for multi-slice longwall mining in Bangladesh,with special reference to the Barapukuria coalmine[J].International Journal of Coal Geology,2009,78(2):91-109.
[38]伍永田,张旭生,李晓芸.采空区塌陷的离散元模拟[J].采矿技术,2008,8(1):74-80.
[39]汪吉林,丁陈建,张云.老采空区地基变形对地面建筑影响的数值分析[J].采矿与安全工程学报,2008,25(4):476-480.
[40]祁丽华.公路采空区地表稳定性评价[D].北京:中国地质大学,2007.
[41]王磊,郭广礼,查剑锋,等.老采空区地表残余沉降预计与应用[J].采矿与安全工程学报,2011,28(2):283-287.
[42]王晖,杨为民,王兵,等.基于GIS技术的煤矿采空区地表塌陷危险性评价[J].煤炭工程,2008(9):119-124.
[43]段敬民,钱永久,曾宪桃.采空区抗变形住宅建筑体系及其加固技术[J].煤炭工程,2008(8):44-46.
[44]段敬民,钱永久,曾宪桃.塌陷区地表房屋抗采动结构体系及其加固[J].工程力学,2007,24(增1):94-97.
[45]谢旭.采空区建筑物损害规律及双板基础应用研究[D].青岛:山东科技大学,2011.
[46]李娜.岩溶区筏板基础作用下溶洞薄顶板极限承载力研究[M].广州:华南理工大学,2012.
[47]段敬民.采动区可升降点式基础建筑物抗变形作用研究[J].矿山测量,1997(3):16-18.
[48]段敬民,丁安民,钱永久.矿山塌陷区抗采动可移动及升降点式基础房屋设计理论研究[J].煤炭学报,2004,29(3):269-273.
[2]曾宪辉,林连宝,邹凯.紫金山金矿地下采空区顶板上露天台阶失稳的控制[J].有色金属,2002,54(2):93-97.
[3]Singh,R P.,Yadav R.N.Prediction of subsidence due to coal mining in Raniganj Coalfield,West Bengal,India[J].Engineering Geology,1995,39:103-11.
[4]Statham,I.,Treharn,G.Subsidence due to abandoned mining in the South Wales Coalfield[A]//UJC:Causes,Mechanisms and Environmental Risk Assessment[C].Proceedings of the Fourth International Symposium on Land Subsidence,May 1991,143-152.
[5]孙超,薄景山,刘红帅等.采空区地表沉降影响因素研究[J].吉林大学学报(地球科学版),2009,39(3):448-453.
[6]万战胜.公路下伏采空区地表变形及处理范围研究[D].西安:长安大学,2011.
[7]Holub,K.Predisposition to induced seismicity in some Czech Coal Mines[J].Pure Appl.Geophys,150(1997):435-450.
[8]张永波.老采空区建筑地基稳定性及其变形破坏规律研究[D].太原:太原理工大学,2005.
[9]曾开华,张国锋,杨晓杰.门头沟多层采空区地基稳定性及变形预测研究[J].中国矿业,2010,19(10):87-90.
[10]丁陈建.采动场地残余变形特征及预测模型研究[D].徐州:中国矿业大学,2009.
[11]Kwinta,A.,Hejmanowski,R.,Sroka,A.A time function analysis used for the prediction subsidence[A]//Proceeding of the Internation Symposium on Mining and Technology[C].Xuzhou:Balkema,1996:419-424.
[12]Komalski,A.Surface subsidence and rate of its increments based on measurements and theory[J].Arch.Min.Sci.,2001,46(4):391-406.
[13]王军保,刘新荣,李鹏,等.MMF模型在采空区地表沉降预测中的应用[J].煤炭学报,2012,37(3):411-415.
[14]穆满根.采空区地表移动变形的时间影响参数[J].中国地质灾害与防治学报,2009,20(3):56-58.
[15]邹友峰,邓喀中,马伟民.矿山开采沉陷工程[M].徐州:中国矿业大学出版社,2003.
[16]纪万斌.塌陷与灾害[M].北京:地震出版社,1997.
[17]Asaoka,A.Observational procedure of settlement prediction[J].Soils and Foundations,1978,18(4):87-101.
[18]Bell,F.G.,Culshaw,M.G.,Cripps J.C.,etc al.Engineering geology of underground movement[M].London,the Geological Society,1988.
[19]Whittaker,B.N.Surface subsidence aspects of room and pillar mining[J].Mining Department Magazine,University of Nottingham,1985,37:59-67.
[20]Waltham,A.C.Ground subsidence[M].New York,Blackie,1989.
[21]贡长青,郝文辉,任改娟,等.基于弹性薄板理论的煤矿采空区地表沉陷预测[J].中国地质灾害与防治学报,2011,22(1):63-68.
[22]张长敏.煤矿采空塌陷特征与危险性预测研究[D].北京:中国地震局地质研究所,2009.
[23]周敏.地下开采地表移动变形的规律研究及影响因素分析[D].重庆:重庆大学,2011.
[24]张俊英.地表新增荷载对采空区上方覆岩的影响规律[J].煤炭学报,2008,33(2):166-170.
[25]刘宝琛,廖国华.煤矿地表移动的基本规律[M].北京:中国工业出版社,1965.
[26]吴盛才,徐鹏,贺跃光.高速公路下伏采空区地表变形预计及稳定性评价[J].测绘科学,2012,37(2):97-99.
[27]郭增长,王金庄,戴华阳.极不充分开采地表移动与变形预计方法[J].矿山测量,2000,29(2):155-158.
[28]李永树,王金庄.背斜构造矿层开采地面沉陷规律研究[J].岩土工程学报,1998,20(6):67-69.
[29]张向东,赵瀛华,刘世君.厚冲积层下地表沉陷与变形预计的新方法[J].中国有色金属学报,1999,9(2):435-440.
[30]余华中,李德海,李明金.厚松散层下开采预计的概率积分法修正模型[J].焦作工学院学报,2004,23(4):255-257.
[31]陈晓斌,张家生,安关峰.高速公路采空区地面变形计算方法[J].岩土工程报,2007,29(2):191-197.
[32]Sirivardane,Amanda.Displacement based approach for prediction of subsidence cause by long wall mining using numerical method[A]//Proc.The,INT,Conf on Computer Method[C].1991.
[33]Yao,X.L.,Reddish D.J.Nonlinear finite element analysis of surface subsidence arising from indined sean entraction[J].INT.I.RODK,Mesh.&Mining SCI.,1993(4):431-41.
[34]Wood,Larnach.,Drum.Constitutive modeling and finite element analysis of ground subsidence due to mining[M].University of Oklahoma,1990.
[35]妙美兰,廖英泰,邹泽举.基于弹性非线性理论的采空区有限元数值模拟分析[J].西部探矿工程,2005(11):104-106.
[36]丁建奇,黄健,刘松玉,等.高速公路下伏多层倾斜采空区危害性评价的有限元数值模拟[A]//第二届全国公路科技创新高层论坛论文集[C].北京:人民交通出版社,2004:412-418.
[37]Islam,Md.,Hayashi,A.B.M.,Kamruzzaman.Finite element modeling of stress distributions and problems for multi-slice longwall mining in Bangladesh,with special reference to the Barapukuria coalmine[J].International Journal of Coal Geology,2009,78(2):91-109.
[38]伍永田,张旭生,李晓芸.采空区塌陷的离散元模拟[J].采矿技术,2008,8(1):74-80.
[39]汪吉林,丁陈建,张云.老采空区地基变形对地面建筑影响的数值分析[J].采矿与安全工程学报,2008,25(4):476-480.
[40]祁丽华.公路采空区地表稳定性评价[D].北京:中国地质大学,2007.
[41]王磊,郭广礼,查剑锋,等.老采空区地表残余沉降预计与应用[J].采矿与安全工程学报,2011,28(2):283-287.
[42]王晖,杨为民,王兵,等.基于GIS技术的煤矿采空区地表塌陷危险性评价[J].煤炭工程,2008(9):119-124.
[43]段敬民,钱永久,曾宪桃.采空区抗变形住宅建筑体系及其加固技术[J].煤炭工程,2008(8):44-46.
[44]段敬民,钱永久,曾宪桃.塌陷区地表房屋抗采动结构体系及其加固[J].工程力学,2007,24(增1):94-97.
[45]谢旭.采空区建筑物损害规律及双板基础应用研究[D].青岛:山东科技大学,2011.
[46]李娜.岩溶区筏板基础作用下溶洞薄顶板极限承载力研究[M].广州:华南理工大学,2012.
[47]段敬民.采动区可升降点式基础建筑物抗变形作用研究[J].矿山测量,1997(3):16-18.
[48]段敬民,丁安民,钱永久.矿山塌陷区抗采动可移动及升降点式基础房屋设计理论研究[J].煤炭学报,2004,29(3):269-273.
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