膏体充填控制覆岩变形与地表沉陷的理论研究与实践
|
摘要
煤矿膏体充填开采是一种有效的解决煤矿开采对水资源、土地资源、建筑物等造成破坏的开采方法,相对于其它垮落法开采、条带开采、离层区注浆、水砂充填等开采技术而言,具有安全性高、采出率高、环境友好等优点,膏体充填采矿技术的应用,是煤炭工业贯彻落实科学发展观、实现绿色采矿的重要举措,是煤炭开采技术的革新,也是21世纪采矿技术的重要发展方向之一,必将促进我国煤矿安全、高效、可持续地发展。本论文从理论和实践上,着重研究了膏体充填开采岩层移动变形与地表沉陷控制的相关问题
膏体充填开采岩层控制理论是充填体参与作用条件下的,顶板岩层和地表变形破坏与充填开采活动之间的关系规律,区别于垮落法开采的岩层控制问题。与其它充填开采比较,膏体充填开采的最大优点在于顶板垮落前已经进行采空区充填,顶板下沉只发生在工作面前方和控顶区,采空区顶板下沉则因充填体的支撑作用得到控制。因此,充填开采岩层控制的关键是控制直接顶及下位老顶的变形破坏。
采用物理模拟和数值计算相结合的方法,分析了充填开采时顶板岩层的移动变形过程及支承压力分布特征,并对充填开采覆岩变形破坏进行了分类,明确了充填开采岩层控制的关键是控制直接顶及下位老顶的移动变形。通过理论计算和现场实测,对充填开采顶板岩层变形破坏范围进行了研究,结果表明,充填开采顶板裂隙破坏范围可按传统计算法进行预测研究。探讨了充填开采充填体的支护作用机理。
根据膏体充填开采工作面煤体、支架、充填体组成的支撑体系耦合作用特点,建立了考虑充填体作用过程的组合顶板岩梁力学模型及其微分方程,推导出了充填体、支架和煤体三区耦合作用顶板关键岩层的挠曲方程。利用顶板关键岩层的挠曲方程,给出了充填开采工作面支承压力的计算方法,系统分析了关键岩层移动与充填程度、充填体力学性能之间的关系规律,分析了充填开采对充填体早期强度和控顶区支架支护强度的要求,并给出了计算式。研究了充填工作面顶板关键岩层移动影响因素的主次关系和可能达到的控制程度,明确了下位顶板岩层移动影响因素的主次关系依次为充填欠接顶量、充填前顶板移近量、充填体压缩率。探究了充填开采顶板岩层稳定性判据,阐明了充填开采控制地表沉陷的机理。
通过数值模拟计算,分析了不同条件下充填工作面支承压力的分布特点,研究了充填率对小屯矿地表变形及支承压力的影响,明确了小屯矿膏体充填开采对充填率的要求,并阐述了提高充填率的措施。探讨了充填开采的地表沉陷预测模型,预测小屯矿充填开采时地表下沉系数可控制在0.16以内,能够保证南旺村建筑物安全。
介绍了小屯矿膏体充填的背景、充填系统组成、充填工艺流程、充填开采进展情况。结合小屯矿充填工作面具体情况,提出了充填材料的性能要求,对小屯矿充填工作面的矿压显现、充填质量、顶板管理质量及充填开采后地表沉陷规律进行了观测和分析,介绍了小屯矿充填开采取得的成果和存在的问题,并提出了改进措施。
Paste backfilling mining is an effective approach to settle damage caused by coal mining to water resources, land resources, building resources. Compared with other approaches, such as fully caving mining, strip mining, separated bed grouting, water-gravel-mixed filling. it has some advantages, such as high security, high recovery ratio and environment friendly. The application of paste backfilling mining technology is an important solution to carry out scientific development concept and realize green coal mining, which is a revolution for coal mining technology and is also one of the important development directions in the coal mining technology in the 21st Century. It will surely promote the coal mine development of our country with security, high efficiency and sustainability. Based on the theoretical and practical points in this article, the problems were emphasizely studied which are related to strata deformation and surface subsidence control in paste backfilling.
Strata control theory of paste backfilling is to study the relationship law between the deformation of the strata and surface deformation and paste backfilling mining under the condition that the filled body is in action. And it is different from strata control problem in caving mining. Compared with other backfilling mining methods, the greatest advantage of paste backfilling is that the mined-out area has been backfilled before roof stratum subsided, and the subsidence of roof stratum only happens in the front of working face and top control area. The subsidence of mined-out area was controlled by the support from the filling body. Therefore, in paste backfilling, the key point of strata control is to control the deformation of immediate roof and lower main roof which are the key layers for strata control.
Based on combining with physical simulation and numerical simulation, the deformation procedure of the overlying strata and distribution characters of abutment pressures were analyzed in paste backfilling, and the strata deformation was classified. We define that the key point of strata control is to control the deformation of immediate roof and lower main roof. Based on the theoretical calculation and site measurement, the strata deformation zone in paste backfilling is studied. The result shows that the leakage zone of roof stratum can be predicted in the traditional calculating method. The support mechanism of the filled body was discussed.
According to the coupling characters of the support composed of the coal on working face, the support and the filled body in paste backfilling, a combined roof stratum mechanical model and its deflection equation were established And the relationship equation between the co-activation of the filled body the support and coal body and the roof stratum deflection line was deduced. Through the roof stratum deflection equation, the calculating method of the abutment pressure was given and the relationship law among the key strata movement and the backfilled degree, and the mechanical characters was also systematically analyzed We analyse the requirement on initial strength of filled body and the support strength, and research the relationship between the primary and the secondary influence of key strata movement and the possible control degree, and clarify that the affecting factors from major to minor are the unmeet distance to the roof stratum of the filled body, the distance previously moved of the strata, the pressed ratio of the filled body. Finally, the parameters for judging the roof stratum stability were discussed and the subsidence control mechanism was clarified, in backfilling mining.
According to numerical simulation, distribution characters of abutment pressures and the effect of the filling ratio on the deformation and abutment pressures were analyzed in Xiaotun mine. The demand on the filling ratio was indicated and the methods to enhance the filling ratio was stated. The predicting model of the surface subsidence was discussed. We predict that the subsidence coefficient can be controlled about 0.16 by the backfilling in Xiaotun mine. It can ensure the security of the buildings in Nanwang village.
The main compositions of the paste backfilling background, the paste filling system,the technological process of filling and the evolution of backfilling mining about Xiaotun coal mine were introduced in the thesis.Combining the practical conditions of Xiaotun coal mine,the general characteristics requirements of the paste filling materials were put forward. Strata behaviors of filling work-face, filling body quality, the roof stratum management quality, and surface subsidence on the condition of filling mining were observed. The obtained achievements and existing problems were introduced in detail in the article, thus the advice for further improvement was presented on the basic of the experience by the author.
膏体充填开采岩层控制理论是充填体参与作用条件下的,顶板岩层和地表变形破坏与充填开采活动之间的关系规律,区别于垮落法开采的岩层控制问题。与其它充填开采比较,膏体充填开采的最大优点在于顶板垮落前已经进行采空区充填,顶板下沉只发生在工作面前方和控顶区,采空区顶板下沉则因充填体的支撑作用得到控制。因此,充填开采岩层控制的关键是控制直接顶及下位老顶的变形破坏。
采用物理模拟和数值计算相结合的方法,分析了充填开采时顶板岩层的移动变形过程及支承压力分布特征,并对充填开采覆岩变形破坏进行了分类,明确了充填开采岩层控制的关键是控制直接顶及下位老顶的移动变形。通过理论计算和现场实测,对充填开采顶板岩层变形破坏范围进行了研究,结果表明,充填开采顶板裂隙破坏范围可按传统计算法进行预测研究。探讨了充填开采充填体的支护作用机理。
根据膏体充填开采工作面煤体、支架、充填体组成的支撑体系耦合作用特点,建立了考虑充填体作用过程的组合顶板岩梁力学模型及其微分方程,推导出了充填体、支架和煤体三区耦合作用顶板关键岩层的挠曲方程。利用顶板关键岩层的挠曲方程,给出了充填开采工作面支承压力的计算方法,系统分析了关键岩层移动与充填程度、充填体力学性能之间的关系规律,分析了充填开采对充填体早期强度和控顶区支架支护强度的要求,并给出了计算式。研究了充填工作面顶板关键岩层移动影响因素的主次关系和可能达到的控制程度,明确了下位顶板岩层移动影响因素的主次关系依次为充填欠接顶量、充填前顶板移近量、充填体压缩率。探究了充填开采顶板岩层稳定性判据,阐明了充填开采控制地表沉陷的机理。
通过数值模拟计算,分析了不同条件下充填工作面支承压力的分布特点,研究了充填率对小屯矿地表变形及支承压力的影响,明确了小屯矿膏体充填开采对充填率的要求,并阐述了提高充填率的措施。探讨了充填开采的地表沉陷预测模型,预测小屯矿充填开采时地表下沉系数可控制在0.16以内,能够保证南旺村建筑物安全。
介绍了小屯矿膏体充填的背景、充填系统组成、充填工艺流程、充填开采进展情况。结合小屯矿充填工作面具体情况,提出了充填材料的性能要求,对小屯矿充填工作面的矿压显现、充填质量、顶板管理质量及充填开采后地表沉陷规律进行了观测和分析,介绍了小屯矿充填开采取得的成果和存在的问题,并提出了改进措施。
Paste backfilling mining is an effective approach to settle damage caused by coal mining to water resources, land resources, building resources. Compared with other approaches, such as fully caving mining, strip mining, separated bed grouting, water-gravel-mixed filling. it has some advantages, such as high security, high recovery ratio and environment friendly. The application of paste backfilling mining technology is an important solution to carry out scientific development concept and realize green coal mining, which is a revolution for coal mining technology and is also one of the important development directions in the coal mining technology in the 21st Century. It will surely promote the coal mine development of our country with security, high efficiency and sustainability. Based on the theoretical and practical points in this article, the problems were emphasizely studied which are related to strata deformation and surface subsidence control in paste backfilling.
Strata control theory of paste backfilling is to study the relationship law between the deformation of the strata and surface deformation and paste backfilling mining under the condition that the filled body is in action. And it is different from strata control problem in caving mining. Compared with other backfilling mining methods, the greatest advantage of paste backfilling is that the mined-out area has been backfilled before roof stratum subsided, and the subsidence of roof stratum only happens in the front of working face and top control area. The subsidence of mined-out area was controlled by the support from the filling body. Therefore, in paste backfilling, the key point of strata control is to control the deformation of immediate roof and lower main roof which are the key layers for strata control.
Based on combining with physical simulation and numerical simulation, the deformation procedure of the overlying strata and distribution characters of abutment pressures were analyzed in paste backfilling, and the strata deformation was classified. We define that the key point of strata control is to control the deformation of immediate roof and lower main roof. Based on the theoretical calculation and site measurement, the strata deformation zone in paste backfilling is studied. The result shows that the leakage zone of roof stratum can be predicted in the traditional calculating method. The support mechanism of the filled body was discussed.
According to the coupling characters of the support composed of the coal on working face, the support and the filled body in paste backfilling, a combined roof stratum mechanical model and its deflection equation were established And the relationship equation between the co-activation of the filled body the support and coal body and the roof stratum deflection line was deduced. Through the roof stratum deflection equation, the calculating method of the abutment pressure was given and the relationship law among the key strata movement and the backfilled degree, and the mechanical characters was also systematically analyzed We analyse the requirement on initial strength of filled body and the support strength, and research the relationship between the primary and the secondary influence of key strata movement and the possible control degree, and clarify that the affecting factors from major to minor are the unmeet distance to the roof stratum of the filled body, the distance previously moved of the strata, the pressed ratio of the filled body. Finally, the parameters for judging the roof stratum stability were discussed and the subsidence control mechanism was clarified, in backfilling mining.
According to numerical simulation, distribution characters of abutment pressures and the effect of the filling ratio on the deformation and abutment pressures were analyzed in Xiaotun mine. The demand on the filling ratio was indicated and the methods to enhance the filling ratio was stated. The predicting model of the surface subsidence was discussed. We predict that the subsidence coefficient can be controlled about 0.16 by the backfilling in Xiaotun mine. It can ensure the security of the buildings in Nanwang village.
The main compositions of the paste backfilling background, the paste filling system,the technological process of filling and the evolution of backfilling mining about Xiaotun coal mine were introduced in the thesis.Combining the practical conditions of Xiaotun coal mine,the general characteristics requirements of the paste filling materials were put forward. Strata behaviors of filling work-face, filling body quality, the roof stratum management quality, and surface subsidence on the condition of filling mining were observed. The obtained achievements and existing problems were introduced in detail in the article, thus the advice for further improvement was presented on the basic of the experience by the author.
引文
[1]周华强,侯朝炯,孙希奎等.固体废物膏体充填不迁村采煤[J].中国矿业大学学报:自然科学版,2004,33(2):155-158.
[2] http://www.coalchina.org.cn/page/info.jsp?id=4470
[3]何国清,杨伦,凌赓娣等.矿山开采沉陷学[M].徐州:中国矿业大学出版社,1991.
[4]钱鸣高,许家林,缪协兴.煤矿绿色开采技术[J].中国矿业大学学报:自然科学版,2003,32(4):343-348.
[5]世界煤炭工业发展现状与趋势,1983.
[6] http://baike.baidu.com/view/89400.htm
[7]赵才智.煤矿新型膏体充填材料性能及其应用研究[D].博士学位论文.徐州:中国矿业大学,2008.
[8]毕思文.地质系统科学与可持续发展,地质出版社,1998.4
[9] http://news.xinhuanet.com/fortune/2006-06/13/content_4688874.htm
[10]孙恒虎,黄玉诚,杨宝贵.当代胶结充填技术[M].冶金工业出版社,2002.
[11]刘同有.充填采矿技术与应用[M].北京:冶金工业出版社,2001.
[12]隋鹏程.中国矿山灾害[M].湖南人民出版社,1989.
[13] M.A.ИоΦис矿山开采对自然界与工程设施有害影响研究,矿床综合开发的技术经济效益性(莫斯科),译文,1987.
[14]瞿群迪.采空区膏体充填岩层控制的理论与实践[D].博士学位论文.徐州:中国矿业大学,2006.
[15]张玉卓.岩层与地表移动计算原理及程序[M].北京:煤炭工业出版社,1993.
[16]钱鸣高,刘听成.矿山压力与岩层控制[M].北京:煤炭工业出版社,1991.
[17]王金庄,邢安仕,吴立新.矿山开采沉陷及其防治[M].北京:煤炭工业出版社,1981.
[18]陈炎光,钱鸣高.中国煤矿采场围岩控制[M].徐州:中国矿业大学出版社,1994.
[19]张玉卓,煤矿地表沉陷的预测与控制——世纪之交的回顾与展望,煤炭学会第五届青年科技学术研讨会论文集,煤炭工业出版社,1998.11.
[20]吴立新,王金庄,刘延安等.建(构)筑物下压煤条带开采理论与实践[M].徐州:中国矿业大学出版社,1994.
[21]克诺特,李特维尼申.矿区地面采动损害保护[M].北京:煤炭工业出版社,1980.
[22] Salamon,M.D.G.Elastic analysis of displacements and stresses induced by the mining of seam or roof deposis,J.S.Afr,Inst.Metall,1963,Vol.63
[23] M.D.G沙拉蒙.地下工程的岩石力学,北京:冶金工业出版社,1982.
[24] Kratesch,H,Mining Subsidence Engineering Springer Verlag,Berlin,1983.
[25]王有俊.矸石直接充填及其效益分析[J].辽宁工程大学学报:自然科学版,2003,22(增刊):70-72.
[26] M.鲍来茨基,M.胡戴克.矿山岩体力学[M].北京:煤炭工业出版社,1985.
[27] B.A.布克林斯基.矿山岩层与地表移动[M].北京:煤炭工业出版社,1989.
[28]刘宝琛,廖国华.煤矿地表移动与基本规律[M].北京:中国工业出版社,1965.
[29]北京开采所.煤矿地表移动与覆岩破坏规律及其应用[M].北京:煤炭工业出版社,1981.
[30]刘宝琛,颜荣贵.开采引起的矿山岩体移动的基本规律[J].煤炭学报:自然科学版,1981,6(1):39-55.
[31]何国清,马伟民,王金庄.威布尔型影响函数在地表移动的计算中的应用—用碎块体理论研究岩层移动基本规律探讨[J].中国矿业大学学报:自然科学版,1982(1):1-20.
[32]中国矿业学院等.煤矿岩层与地表移动[M].北京:煤炭工业出版社,1981.
[33]周国铨,崔继宪等.建筑物下采煤[M].北京:煤炭工业出版社,1983.
[34]何万龙.山区地表移动规律及变形预计[J].山西矿业学院学报:1985(2):1-20.
[35]白矛,刘天泉.条带法开采中条带尺寸的研究[J].煤炭学报:1983(1):31-35.
[36]李增琪.使用富氏积分变换计算开挖引起的地表移动[J].煤炭学报:1983,8(2):18-28.
[37]李增琪.使用富氏积分变换计算开挖引起的地表移动之二——水平煤层空间问题[J].煤炭学报:1985,10(2):18-22.
[38]李增琪.计算矿山压力和岩层应当的三维层体模型[J].煤炭学报:1994,19(2):109-121.
[39]杨硕.采动损坏空间变形力学预测[M].北京:煤炭工业出版社,1994.
[40]张玉卓,仲惟林,姚建国.岩层移动的错位理论解与边界元法计算[J].煤炭学报:1987,(2):21-25.
[41]张玉卓,仲惟林等.断层影响下地表移动的统计和数值模拟研究[J].煤炭学报:1987,(1):48-52.
[42]张玉卓.岩石力学模糊系统理论与实践[D].博士学位论文.北京:北京科技大学,1988.
[43]吴立新.部分开采地表沉陷机理研究——厚岩层托板假说的建立与应用[D].硕士学位论文.北京:中国矿业大学北京研究生部,1990.
[44]吴立新,王金庄,刘延安等.建(构)筑物下压煤条带开采理论与实践[M].徐州:中国矿业大学出版社,1994.
[45]邓喀中.开采沉陷中的岩体结构效应应用[D].博士学位论文.徐州:中国矿业大学,1993.
[46]邓喀中.开采沉陷中岩体结构效应研究[M].徐州:中国矿业大学出版社,1993.
[47]邓喀中,马伟民,何国清.开采沉陷中的层面效应研究[J].煤炭学报:1995,20(4):56-58.
[48]崔希民,缪协兴,赵英利等.论地表移动过程的时间函数[J].煤炭学报:1999,24(5):543-545.
[49]杨伦,于广明.采矿下沉的再认识第七届国际矿测学术会论文集,1987.
[50]于广明.分形及损伤力学在开采沉陷中的应用[D].博士学位论文.北京:中国矿业大学北京研究生部,1997.
[51]于广明.矿山开采沉陷非线性理论与实践导引[M].北京:煤炭工业出版社,1998.
[52]于广明,杨伦,苏仲杰等.地层沉陷非线性原理、监测与控制[M].长春:吉林大学出版社,2000.
[53]李云鹏,王芝银.开采沉陷粘弹塑性损伤模拟分析[J].西安矿业学院学报:1999,19(增):35-48.
[54]王建学.开采沉陷塑性损伤结构理论与冒矸空隙注浆充填技术的研究[D].博士学位论文.北京:煤炭科学研究总院,2001.
[55]唐春安,徐增和,徐小荷.岩石破坏过程分析RFPA2D系统在采场上覆岩层移动规律研究中的应用[J].辽宁工程技术大学学报:1999,18(5):456-459.
[56]谢和平,陈至达.非线性大变形有限元分析及在预测岩层移动中的应用[J].中国矿业大学学报:1998,27(2):95-98.
[57]何满潮.条带煤柱的抗滑稳定性分析[J].水文地质与工程地质:1993(2):1-4.
[58]何满潮.中国矿业大学北京研究生部博士后研究报告,1994.
[59]麻凤海.岩层移动的时空过程[D].东北大学博士学位论文,1996.
[60]高延法.岩移“四带”模型与动态位移反分析[J].煤炭学报:1996,21(1):50-56.
[61]徐永圻.煤矿开采学[M].徐州:中国矿业大学出版社,1993.
[62] W. KNissel. Underground mineral mining: mining method and associated backfill and rock mechanics[C]. Proceedings of 12th Congress of World Mining Congress, 1984.
[63] D. Munjeri, Prevention of subsidence using stowing methods[J]. Colliery Guardian, 235, 245-246, 1987.
[64] J. M. Roberts, Masullo. Pneumatics for mining applications[C]. Proceedings of Symposium on Surface Mining, 83-91, 1985.
[65] H. Robert, T. Andrew, H. Laxminaraya. Review of stowing and packing practices in coal mining[C]. Bulletin and Proceedings - Australasian Institute of Mining and Metallurgy, 292, 79-86, 1987.
[66] D. W. Evans, G. J. Colaizzi, R. MN. Wood. Program development for backfilling mines to prevent mine subsidence[C]. Proceedings of the 19th Annual Engineering Geology and Soils Engineering Symposium, 355-464, 1982.
[67] Liang Yinhuai, Kang Fengyi, Zhou Bingwen. Reformation of the hydraulic stowing mining method[C]. Proceedings of the 11th International Conference on Ground Control in Mining,358-370, 1992.
[68]陈炎光,徐永圻.中国采煤方法[M].徐州:中国矿业大学出版社,1991.
[69] Wang Yuehan, Wang Caigen, Ma Wending et al. Feasibility study on cemented backfill in longwall coal mine for surface subsidence control[C]. Proceedings of the 6th International Symposium on Mining with Backfill, 1998.
[70]杨宝贵,崔希民,孙恒虎等.煤矿采空区胶结充填控制采动损害的可行性探讨[J].煤炭学报,2000,25(4):361-365.
[71]刘长友,杨培举,侯朝炯等.充填开采时上覆岩层的活动规律和稳定性分析[J].中国矿业大学学报,2004,33(2):166-169.
[72]谢文兵,史振凡,陈晓祥等.部分充填开采围岩活动规律分析[J].中国矿业大学学报,2004,33(2):162-165.
[73]张华兴,赵有星.条带开采研究现状及发展趋势[J].煤矿开采,2000(3):5-7.
[74]刘天泉.波兰城镇及建筑物下采煤技术[J].世界煤炭技术,1985(8):5-9.
[75]苏联科学院矿业研究所.库兹巴斯急倾斜厚煤层充填开采法[M].北京:煤炭工业出版社,1956.
[76]约伯克.水砂充填学[M].北京:煤炭工业出版社,1958.
[77]郭广礼,王悦汉,马占国.煤矿开采沉陷有效控制的新途径[J].中国矿业大学学报,2004,33(2):150-153.
[78]谢和平,段法兵,周宏伟等.条带煤柱稳定性理论与分析方法研究进展[J].中国矿业,1998,7(5):37-41.
[79]胡炳南.条带开采中煤柱稳定性分析[J].煤炭学报,1995,20(2):205-210.
[80]白矛,刘天泉.条带开采中条带尺寸的研究[J].煤炭学报,1983,8(4):19-26.
[81] R. C. Pakalnis, P. J. Lunder, S. Vongpaisal. Pillar strength estimation at Western Resources of H-W Mine—A case study[J]. Trans. Inst. Min. Metall, 102, 1993.
[82] Salamon, M. D. G., A. H. Munro. A study of the strength of coal pillar[J]. J. S. Afr. Inst. Min. Metall, 1967.
[83] Salamon. Design of pillar for partial extraction[J]. Geotechnical Considerations in Mine Design, Key Centerfor Mines, University of New South Wales, 1989.
[84] Z. T. Bieniawski, W. L. Heerden. The significance of in situ tests on large rock specimens[J]. Int. J. of Rock Mech. and Min. Sc. 12, 1975.
[85] R. Kanniganti, C. Haycocks, M. Karmis. Optimizing pillar design in a multi-seam environment[C]. Proc. Of 14th Conference of Ground Control in Mining, 1995.
[86] R. J. Matetic, G. J. Cheken, J. A. Galek. Design considerations for multiple-seam mining with case studies of subsidence and pillar load transfer[C]. 28th US Sym. On Rock Mech, 1987.
[87]侯朝炯,马念杰.煤层巷道两帮煤体应力和极限平衡区的探讨[J].煤炭学报,1989,14(4):21-29.
[88]徐永圻,王悦汉.短壁开采技术[M].徐州:中国矿业学院出版社,1987.
[89] D. Schroer. Use of packing materials from waste products[J]. Glueckauf & Translation, 123: 621-625, 1987.
[90] Anon. Backfilling in German coal mines[J]. Australian Mining, 80: 24, 1988.
[91] E. W. Hollinderbaeumer, U. Kraemer. Waste disposal and backfilling technology in the German hard coal mining industry[J]. Bulk Solids Handling, 14: 795-798, 1994.
[92] W. Mez, W. Schauenburg. Backfilling of caved-in goafs with pastes for disposal of residues[C]. Proceedings of the 6th International Symposium on Mining with Backfill, 245-248, 1998.
[93]金川公司技术考察组.金川公司赴德、法泵送充填技术考察报告[J].中国矿业,1995,4(3):37-40.
[94]王建学,刘天泉.冒落矸石空隙注浆胶结充填减沉技术的可行性研究[J].煤矿开采,2001 (1):45-45.
[95] J. Palaski. Experimental and practical results of applying backfill[C]. Proceedings of the 4th International Symposium on Mining with Backfill, 1989.
[96]范学理,刘文生,赵德深等.中国东北煤矿区开采损害防护理论与实践[M].北京:煤炭工业出版社,1998.
[97]赵德深,范学理.矿区地面塌陷控制技术研究现状与发展方向[J].中国地质灾害与防治学报,2001,12(1) :86-89.
[98]赵德深.煤矿区采动覆岩离层分布规律与地表沉陷控制研究[D].博士学位论文.阜新:辽宁工程技术大学,2000.
[99]钟亚平.建筑物下综放开采特厚煤层覆岩离层注浆[J].煤炭科学技术,2001,29(1):5-7.
[100]王金庄,康建荣,吴立新.煤矿覆岩离层注浆减缓地表沉降机理与应用探讨[J].中国矿业大学学报,1999,28(4):331-334.
[101]杨伦.对采动覆岩离层减沉技术的再认识[J].煤炭学报,2002,27(4):352-357.
[102]郭爱国,张华兴我国充填采矿现状与发展[J].矿山测量,2005,(1):60-61.
[103]顾少华,石世章建筑物下大采宽条带开采的地表移动特征[J].煤炭科学技术,1997,25(9):25-28.
[104] R. J. Matetic, G. J. Cheken, J. A. Galek. Design considerations for multiple-seam mining with case studies of subsidence and pillar load transfer[C]. 28th US Sym. On Rock Mech, 1987.
[105]许家林,钱鸣高.覆岩注浆减沉钻孔布置的研究[J].中国矿业大学学报,1998,27(3):276-279.
[106]张华兴,郭惟嘉.“三下”采煤新技术[M].徐州:中国矿业大学出版社,2008.
[107]李鸿昌.矿山压力的相似模拟实验[M].徐州:中国矿业大学出版社,1998.
[108]成家钰.煤矿作业规程编制指南[M].北京:煤炭工业出版社,2005.
[109]顾大钊.相似材料和相似模拟[M].徐州:中国矿业大小出版社,1995.
[110]孙亚军,徐智敏,董青红.小浪底水库下采煤导水裂隙发育监测与模拟研究[J].岩石力学与工程学报,2009,28(2):238-245.
[111]刘增辉,杨本水.利用数值模拟方法确定导水裂隙带发育高度[J].矿业安全与环保,2006,33(5):16-20.
[112]刘伟韬,武强,李献忠等.覆岩裂隙带发育高度的实测与数值仿真方法研究[J].煤炭工程,2005,(11):55-57.
[113]杜计平,汪理全.煤矿特殊开采方法[M].徐州:中国矿业大学出版社,2005.
[114]邹友峰,邓喀中,马伟民.矿山开采沉陷工程[M].徐州:中国矿业大小出版社,2003.
[115]太平矿8311膏体充填工作面覆岩导水裂缝带高度探测报告[R].内部资料.2008.
[116]马占国,王建斌,苏海.高应力区超高巷采矸石充填采煤技术[J].煤炭科技,2007,(4):32-35.
[117]马占国.采动区破碎岩体变形特征及对地表沉陷的影响研究[D].徐州:中国矿业大学博士学位论文,2004.
[118]赵海军,马凤山,李国庆等.充填法开采引起地表移动变形和破坏的过程分析与机理研究[J].岩体工程学报2008,(5):670-677.
[119]钱鸣高.采场围岩控制理论与实践[J].矿山压力与顶板管理,1999,(3,4):12-15.
[120]钱鸣高.20年来采场围岩控制理论与实践的回顾[J].中国矿业大学学报,
[121]齐东洪,范学理.抚顺特厚煤层上覆岩层高压注浆减缓地表沉陷[J].东北煤炭技术,1990(增刊),9-12.
[122]孟以猛,吕振先.高压注浆减缓地表沉陷技术在大屯矿区的应用[J].世界煤炭技术,1993,(4):25-26.
[123]郭惟嘉,沈光寒.华丰煤矿采动覆岩移动变形与治理的研究[J].山东矿业学院学报,1995,14(4):359-364.
[124]张与桌,徐乃忠.地表沉陷控制新技术[M].徐州:中国矿业大学出版社,1983.
[125]张东俭,郭恒庆.覆岩离层注浆技术在济宁矿区的应用[J].矿山测量,1999,(3):35-46.
[126]郑保才.薄基岩厚煤层膏体充填开采矿压显现和开采沉陷规律的研究[D].徐州:中国矿业大学图书馆,2007.
[127]龙驭球.弹性地基梁的计算[M].北京:人民教育出版社,1981.
[128]钱鸣高,刘听成.矿山压力及其控制[M].北京:煤炭工业出版社,1983.
[129]顾朴,郑芳怀,谢惠玲.材料力学[M].北京:高等教育出版社,1984.
[130]徐乃忠.煤矿覆岩离层注浆减小地表沉陷研究[D].徐州:中国矿业大学图书馆,2007.
[131]史元伟.采煤工作面围岩控制原理和技术[M].徐州:中国矿业大学出版社,2003.
[132]张吉雄.矸石直接充填综采岩层移动控制及其应用研究[D].徐州:中国矿业大学图书馆,2008.
[133]纪哲锐.Mathcad 2001详解[M].北京:清华大学出版社.2002.
[134]蔡嗣经.胶结充填体强度设计[J].江西冶金学院学报,1985,(3):39-46.
[135]蔡嗣经.矿山充填力学基础[M].北京:冶金工业出版社,1994.
[136]蔡嗣经.胶结充填体强度设计的几个理论模型[J].江西冶金学院学报,1985,(4):13-21.
[137]卢平.确定胶结充填体强度的理论与实践[J].黄金,1992,13(3):14-19.
[138]国家煤炭工业局.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规程[M].北京:煤炭工业出版社,2000.
[139]吴侃,葛家新,王玲丁,周鸣.开采沉陷预计一体化方法[M].徐州:中国矿业大学出版社,1998.
[140]钱鸣高,缪协兴,许家林等.岩层控制的关键层理论[M].徐州:中国矿业大学出版社,2000.
[141]小屯矸石膏体充填综采技术鉴定报告.内部资料,2009.
[142]缪协兴,茅献彪,胡光伟等.矸石(煤)的碎胀与压实特性研究[J].实验力学,1997,12(3):394-399.
[143]蔡正泳,王足献.正交设计在混凝土设计中的应用[M].北京:中国建筑工业出版社,1983.
[144]赵才智,周华强,瞿群迪等.膏体充填材料力学性能的初步实验[J].中国矿业大学学报:自然科学版,2004,33(2):159-161.
[145]邢福康,蔡坫,刘玉堂.煤矿支护手册[M].北京:煤炭工业出版社,1993.
[146]谢和平,周宏伟,王金安等.FLAC在煤矿开采沉陷预测中的应用及对比分析[J].岩石力学与工程学报,1999,18(4):397-402.
[147]王树仁,王金安,冯锦艳.大倾角厚煤层综放采场应力与变形特征的三维数值分析[J].中国矿业,2004,13(7):69-73.
[148]谢文兵,陈晓祥,郑百生.采矿工程问题数值模拟研究与分析[M].徐州:中国矿业大学出版社,2005.
[149]段绪华,凌标灿,金智新.煤矿顶板事故防治新技术[M].徐州:中国矿业大学出版社,1993.
[150]郭振华.村庄下膏体充填采煤控制上覆岩层活动规律的研究[D].徐州:中国矿业大学图书馆,2008.
[2] http://www.coalchina.org.cn/page/info.jsp?id=4470
[3]何国清,杨伦,凌赓娣等.矿山开采沉陷学[M].徐州:中国矿业大学出版社,1991.
[4]钱鸣高,许家林,缪协兴.煤矿绿色开采技术[J].中国矿业大学学报:自然科学版,2003,32(4):343-348.
[5]世界煤炭工业发展现状与趋势,1983.
[6] http://baike.baidu.com/view/89400.htm
[7]赵才智.煤矿新型膏体充填材料性能及其应用研究[D].博士学位论文.徐州:中国矿业大学,2008.
[8]毕思文.地质系统科学与可持续发展,地质出版社,1998.4
[9] http://news.xinhuanet.com/fortune/2006-06/13/content_4688874.htm
[10]孙恒虎,黄玉诚,杨宝贵.当代胶结充填技术[M].冶金工业出版社,2002.
[11]刘同有.充填采矿技术与应用[M].北京:冶金工业出版社,2001.
[12]隋鹏程.中国矿山灾害[M].湖南人民出版社,1989.
[13] M.A.ИоΦис矿山开采对自然界与工程设施有害影响研究,矿床综合开发的技术经济效益性(莫斯科),译文,1987.
[14]瞿群迪.采空区膏体充填岩层控制的理论与实践[D].博士学位论文.徐州:中国矿业大学,2006.
[15]张玉卓.岩层与地表移动计算原理及程序[M].北京:煤炭工业出版社,1993.
[16]钱鸣高,刘听成.矿山压力与岩层控制[M].北京:煤炭工业出版社,1991.
[17]王金庄,邢安仕,吴立新.矿山开采沉陷及其防治[M].北京:煤炭工业出版社,1981.
[18]陈炎光,钱鸣高.中国煤矿采场围岩控制[M].徐州:中国矿业大学出版社,1994.
[19]张玉卓,煤矿地表沉陷的预测与控制——世纪之交的回顾与展望,煤炭学会第五届青年科技学术研讨会论文集,煤炭工业出版社,1998.11.
[20]吴立新,王金庄,刘延安等.建(构)筑物下压煤条带开采理论与实践[M].徐州:中国矿业大学出版社,1994.
[21]克诺特,李特维尼申.矿区地面采动损害保护[M].北京:煤炭工业出版社,1980.
[22] Salamon,M.D.G.Elastic analysis of displacements and stresses induced by the mining of seam or roof deposis,J.S.Afr,Inst.Metall,1963,Vol.63
[23] M.D.G沙拉蒙.地下工程的岩石力学,北京:冶金工业出版社,1982.
[24] Kratesch,H,Mining Subsidence Engineering Springer Verlag,Berlin,1983.
[25]王有俊.矸石直接充填及其效益分析[J].辽宁工程大学学报:自然科学版,2003,22(增刊):70-72.
[26] M.鲍来茨基,M.胡戴克.矿山岩体力学[M].北京:煤炭工业出版社,1985.
[27] B.A.布克林斯基.矿山岩层与地表移动[M].北京:煤炭工业出版社,1989.
[28]刘宝琛,廖国华.煤矿地表移动与基本规律[M].北京:中国工业出版社,1965.
[29]北京开采所.煤矿地表移动与覆岩破坏规律及其应用[M].北京:煤炭工业出版社,1981.
[30]刘宝琛,颜荣贵.开采引起的矿山岩体移动的基本规律[J].煤炭学报:自然科学版,1981,6(1):39-55.
[31]何国清,马伟民,王金庄.威布尔型影响函数在地表移动的计算中的应用—用碎块体理论研究岩层移动基本规律探讨[J].中国矿业大学学报:自然科学版,1982(1):1-20.
[32]中国矿业学院等.煤矿岩层与地表移动[M].北京:煤炭工业出版社,1981.
[33]周国铨,崔继宪等.建筑物下采煤[M].北京:煤炭工业出版社,1983.
[34]何万龙.山区地表移动规律及变形预计[J].山西矿业学院学报:1985(2):1-20.
[35]白矛,刘天泉.条带法开采中条带尺寸的研究[J].煤炭学报:1983(1):31-35.
[36]李增琪.使用富氏积分变换计算开挖引起的地表移动[J].煤炭学报:1983,8(2):18-28.
[37]李增琪.使用富氏积分变换计算开挖引起的地表移动之二——水平煤层空间问题[J].煤炭学报:1985,10(2):18-22.
[38]李增琪.计算矿山压力和岩层应当的三维层体模型[J].煤炭学报:1994,19(2):109-121.
[39]杨硕.采动损坏空间变形力学预测[M].北京:煤炭工业出版社,1994.
[40]张玉卓,仲惟林,姚建国.岩层移动的错位理论解与边界元法计算[J].煤炭学报:1987,(2):21-25.
[41]张玉卓,仲惟林等.断层影响下地表移动的统计和数值模拟研究[J].煤炭学报:1987,(1):48-52.
[42]张玉卓.岩石力学模糊系统理论与实践[D].博士学位论文.北京:北京科技大学,1988.
[43]吴立新.部分开采地表沉陷机理研究——厚岩层托板假说的建立与应用[D].硕士学位论文.北京:中国矿业大学北京研究生部,1990.
[44]吴立新,王金庄,刘延安等.建(构)筑物下压煤条带开采理论与实践[M].徐州:中国矿业大学出版社,1994.
[45]邓喀中.开采沉陷中的岩体结构效应应用[D].博士学位论文.徐州:中国矿业大学,1993.
[46]邓喀中.开采沉陷中岩体结构效应研究[M].徐州:中国矿业大学出版社,1993.
[47]邓喀中,马伟民,何国清.开采沉陷中的层面效应研究[J].煤炭学报:1995,20(4):56-58.
[48]崔希民,缪协兴,赵英利等.论地表移动过程的时间函数[J].煤炭学报:1999,24(5):543-545.
[49]杨伦,于广明.采矿下沉的再认识第七届国际矿测学术会论文集,1987.
[50]于广明.分形及损伤力学在开采沉陷中的应用[D].博士学位论文.北京:中国矿业大学北京研究生部,1997.
[51]于广明.矿山开采沉陷非线性理论与实践导引[M].北京:煤炭工业出版社,1998.
[52]于广明,杨伦,苏仲杰等.地层沉陷非线性原理、监测与控制[M].长春:吉林大学出版社,2000.
[53]李云鹏,王芝银.开采沉陷粘弹塑性损伤模拟分析[J].西安矿业学院学报:1999,19(增):35-48.
[54]王建学.开采沉陷塑性损伤结构理论与冒矸空隙注浆充填技术的研究[D].博士学位论文.北京:煤炭科学研究总院,2001.
[55]唐春安,徐增和,徐小荷.岩石破坏过程分析RFPA2D系统在采场上覆岩层移动规律研究中的应用[J].辽宁工程技术大学学报:1999,18(5):456-459.
[56]谢和平,陈至达.非线性大变形有限元分析及在预测岩层移动中的应用[J].中国矿业大学学报:1998,27(2):95-98.
[57]何满潮.条带煤柱的抗滑稳定性分析[J].水文地质与工程地质:1993(2):1-4.
[58]何满潮.中国矿业大学北京研究生部博士后研究报告,1994.
[59]麻凤海.岩层移动的时空过程[D].东北大学博士学位论文,1996.
[60]高延法.岩移“四带”模型与动态位移反分析[J].煤炭学报:1996,21(1):50-56.
[61]徐永圻.煤矿开采学[M].徐州:中国矿业大学出版社,1993.
[62] W. KNissel. Underground mineral mining: mining method and associated backfill and rock mechanics[C]. Proceedings of 12th Congress of World Mining Congress, 1984.
[63] D. Munjeri, Prevention of subsidence using stowing methods[J]. Colliery Guardian, 235, 245-246, 1987.
[64] J. M. Roberts, Masullo. Pneumatics for mining applications[C]. Proceedings of Symposium on Surface Mining, 83-91, 1985.
[65] H. Robert, T. Andrew, H. Laxminaraya. Review of stowing and packing practices in coal mining[C]. Bulletin and Proceedings - Australasian Institute of Mining and Metallurgy, 292, 79-86, 1987.
[66] D. W. Evans, G. J. Colaizzi, R. MN. Wood. Program development for backfilling mines to prevent mine subsidence[C]. Proceedings of the 19th Annual Engineering Geology and Soils Engineering Symposium, 355-464, 1982.
[67] Liang Yinhuai, Kang Fengyi, Zhou Bingwen. Reformation of the hydraulic stowing mining method[C]. Proceedings of the 11th International Conference on Ground Control in Mining,358-370, 1992.
[68]陈炎光,徐永圻.中国采煤方法[M].徐州:中国矿业大学出版社,1991.
[69] Wang Yuehan, Wang Caigen, Ma Wending et al. Feasibility study on cemented backfill in longwall coal mine for surface subsidence control[C]. Proceedings of the 6th International Symposium on Mining with Backfill, 1998.
[70]杨宝贵,崔希民,孙恒虎等.煤矿采空区胶结充填控制采动损害的可行性探讨[J].煤炭学报,2000,25(4):361-365.
[71]刘长友,杨培举,侯朝炯等.充填开采时上覆岩层的活动规律和稳定性分析[J].中国矿业大学学报,2004,33(2):166-169.
[72]谢文兵,史振凡,陈晓祥等.部分充填开采围岩活动规律分析[J].中国矿业大学学报,2004,33(2):162-165.
[73]张华兴,赵有星.条带开采研究现状及发展趋势[J].煤矿开采,2000(3):5-7.
[74]刘天泉.波兰城镇及建筑物下采煤技术[J].世界煤炭技术,1985(8):5-9.
[75]苏联科学院矿业研究所.库兹巴斯急倾斜厚煤层充填开采法[M].北京:煤炭工业出版社,1956.
[76]约伯克.水砂充填学[M].北京:煤炭工业出版社,1958.
[77]郭广礼,王悦汉,马占国.煤矿开采沉陷有效控制的新途径[J].中国矿业大学学报,2004,33(2):150-153.
[78]谢和平,段法兵,周宏伟等.条带煤柱稳定性理论与分析方法研究进展[J].中国矿业,1998,7(5):37-41.
[79]胡炳南.条带开采中煤柱稳定性分析[J].煤炭学报,1995,20(2):205-210.
[80]白矛,刘天泉.条带开采中条带尺寸的研究[J].煤炭学报,1983,8(4):19-26.
[81] R. C. Pakalnis, P. J. Lunder, S. Vongpaisal. Pillar strength estimation at Western Resources of H-W Mine—A case study[J]. Trans. Inst. Min. Metall, 102, 1993.
[82] Salamon, M. D. G., A. H. Munro. A study of the strength of coal pillar[J]. J. S. Afr. Inst. Min. Metall, 1967.
[83] Salamon. Design of pillar for partial extraction[J]. Geotechnical Considerations in Mine Design, Key Centerfor Mines, University of New South Wales, 1989.
[84] Z. T. Bieniawski, W. L. Heerden. The significance of in situ tests on large rock specimens[J]. Int. J. of Rock Mech. and Min. Sc. 12, 1975.
[85] R. Kanniganti, C. Haycocks, M. Karmis. Optimizing pillar design in a multi-seam environment[C]. Proc. Of 14th Conference of Ground Control in Mining, 1995.
[86] R. J. Matetic, G. J. Cheken, J. A. Galek. Design considerations for multiple-seam mining with case studies of subsidence and pillar load transfer[C]. 28th US Sym. On Rock Mech, 1987.
[87]侯朝炯,马念杰.煤层巷道两帮煤体应力和极限平衡区的探讨[J].煤炭学报,1989,14(4):21-29.
[88]徐永圻,王悦汉.短壁开采技术[M].徐州:中国矿业学院出版社,1987.
[89] D. Schroer. Use of packing materials from waste products[J]. Glueckauf & Translation, 123: 621-625, 1987.
[90] Anon. Backfilling in German coal mines[J]. Australian Mining, 80: 24, 1988.
[91] E. W. Hollinderbaeumer, U. Kraemer. Waste disposal and backfilling technology in the German hard coal mining industry[J]. Bulk Solids Handling, 14: 795-798, 1994.
[92] W. Mez, W. Schauenburg. Backfilling of caved-in goafs with pastes for disposal of residues[C]. Proceedings of the 6th International Symposium on Mining with Backfill, 245-248, 1998.
[93]金川公司技术考察组.金川公司赴德、法泵送充填技术考察报告[J].中国矿业,1995,4(3):37-40.
[94]王建学,刘天泉.冒落矸石空隙注浆胶结充填减沉技术的可行性研究[J].煤矿开采,2001 (1):45-45.
[95] J. Palaski. Experimental and practical results of applying backfill[C]. Proceedings of the 4th International Symposium on Mining with Backfill, 1989.
[96]范学理,刘文生,赵德深等.中国东北煤矿区开采损害防护理论与实践[M].北京:煤炭工业出版社,1998.
[97]赵德深,范学理.矿区地面塌陷控制技术研究现状与发展方向[J].中国地质灾害与防治学报,2001,12(1) :86-89.
[98]赵德深.煤矿区采动覆岩离层分布规律与地表沉陷控制研究[D].博士学位论文.阜新:辽宁工程技术大学,2000.
[99]钟亚平.建筑物下综放开采特厚煤层覆岩离层注浆[J].煤炭科学技术,2001,29(1):5-7.
[100]王金庄,康建荣,吴立新.煤矿覆岩离层注浆减缓地表沉降机理与应用探讨[J].中国矿业大学学报,1999,28(4):331-334.
[101]杨伦.对采动覆岩离层减沉技术的再认识[J].煤炭学报,2002,27(4):352-357.
[102]郭爱国,张华兴我国充填采矿现状与发展[J].矿山测量,2005,(1):60-61.
[103]顾少华,石世章建筑物下大采宽条带开采的地表移动特征[J].煤炭科学技术,1997,25(9):25-28.
[104] R. J. Matetic, G. J. Cheken, J. A. Galek. Design considerations for multiple-seam mining with case studies of subsidence and pillar load transfer[C]. 28th US Sym. On Rock Mech, 1987.
[105]许家林,钱鸣高.覆岩注浆减沉钻孔布置的研究[J].中国矿业大学学报,1998,27(3):276-279.
[106]张华兴,郭惟嘉.“三下”采煤新技术[M].徐州:中国矿业大学出版社,2008.
[107]李鸿昌.矿山压力的相似模拟实验[M].徐州:中国矿业大学出版社,1998.
[108]成家钰.煤矿作业规程编制指南[M].北京:煤炭工业出版社,2005.
[109]顾大钊.相似材料和相似模拟[M].徐州:中国矿业大小出版社,1995.
[110]孙亚军,徐智敏,董青红.小浪底水库下采煤导水裂隙发育监测与模拟研究[J].岩石力学与工程学报,2009,28(2):238-245.
[111]刘增辉,杨本水.利用数值模拟方法确定导水裂隙带发育高度[J].矿业安全与环保,2006,33(5):16-20.
[112]刘伟韬,武强,李献忠等.覆岩裂隙带发育高度的实测与数值仿真方法研究[J].煤炭工程,2005,(11):55-57.
[113]杜计平,汪理全.煤矿特殊开采方法[M].徐州:中国矿业大学出版社,2005.
[114]邹友峰,邓喀中,马伟民.矿山开采沉陷工程[M].徐州:中国矿业大小出版社,2003.
[115]太平矿8311膏体充填工作面覆岩导水裂缝带高度探测报告[R].内部资料.2008.
[116]马占国,王建斌,苏海.高应力区超高巷采矸石充填采煤技术[J].煤炭科技,2007,(4):32-35.
[117]马占国.采动区破碎岩体变形特征及对地表沉陷的影响研究[D].徐州:中国矿业大学博士学位论文,2004.
[118]赵海军,马凤山,李国庆等.充填法开采引起地表移动变形和破坏的过程分析与机理研究[J].岩体工程学报2008,(5):670-677.
[119]钱鸣高.采场围岩控制理论与实践[J].矿山压力与顶板管理,1999,(3,4):12-15.
[120]钱鸣高.20年来采场围岩控制理论与实践的回顾[J].中国矿业大学学报,
[121]齐东洪,范学理.抚顺特厚煤层上覆岩层高压注浆减缓地表沉陷[J].东北煤炭技术,1990(增刊),9-12.
[122]孟以猛,吕振先.高压注浆减缓地表沉陷技术在大屯矿区的应用[J].世界煤炭技术,1993,(4):25-26.
[123]郭惟嘉,沈光寒.华丰煤矿采动覆岩移动变形与治理的研究[J].山东矿业学院学报,1995,14(4):359-364.
[124]张与桌,徐乃忠.地表沉陷控制新技术[M].徐州:中国矿业大学出版社,1983.
[125]张东俭,郭恒庆.覆岩离层注浆技术在济宁矿区的应用[J].矿山测量,1999,(3):35-46.
[126]郑保才.薄基岩厚煤层膏体充填开采矿压显现和开采沉陷规律的研究[D].徐州:中国矿业大学图书馆,2007.
[127]龙驭球.弹性地基梁的计算[M].北京:人民教育出版社,1981.
[128]钱鸣高,刘听成.矿山压力及其控制[M].北京:煤炭工业出版社,1983.
[129]顾朴,郑芳怀,谢惠玲.材料力学[M].北京:高等教育出版社,1984.
[130]徐乃忠.煤矿覆岩离层注浆减小地表沉陷研究[D].徐州:中国矿业大学图书馆,2007.
[131]史元伟.采煤工作面围岩控制原理和技术[M].徐州:中国矿业大学出版社,2003.
[132]张吉雄.矸石直接充填综采岩层移动控制及其应用研究[D].徐州:中国矿业大学图书馆,2008.
[133]纪哲锐.Mathcad 2001详解[M].北京:清华大学出版社.2002.
[134]蔡嗣经.胶结充填体强度设计[J].江西冶金学院学报,1985,(3):39-46.
[135]蔡嗣经.矿山充填力学基础[M].北京:冶金工业出版社,1994.
[136]蔡嗣经.胶结充填体强度设计的几个理论模型[J].江西冶金学院学报,1985,(4):13-21.
[137]卢平.确定胶结充填体强度的理论与实践[J].黄金,1992,13(3):14-19.
[138]国家煤炭工业局.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规程[M].北京:煤炭工业出版社,2000.
[139]吴侃,葛家新,王玲丁,周鸣.开采沉陷预计一体化方法[M].徐州:中国矿业大学出版社,1998.
[140]钱鸣高,缪协兴,许家林等.岩层控制的关键层理论[M].徐州:中国矿业大学出版社,2000.
[141]小屯矸石膏体充填综采技术鉴定报告.内部资料,2009.
[142]缪协兴,茅献彪,胡光伟等.矸石(煤)的碎胀与压实特性研究[J].实验力学,1997,12(3):394-399.
[143]蔡正泳,王足献.正交设计在混凝土设计中的应用[M].北京:中国建筑工业出版社,1983.
[144]赵才智,周华强,瞿群迪等.膏体充填材料力学性能的初步实验[J].中国矿业大学学报:自然科学版,2004,33(2):159-161.
[145]邢福康,蔡坫,刘玉堂.煤矿支护手册[M].北京:煤炭工业出版社,1993.
[146]谢和平,周宏伟,王金安等.FLAC在煤矿开采沉陷预测中的应用及对比分析[J].岩石力学与工程学报,1999,18(4):397-402.
[147]王树仁,王金安,冯锦艳.大倾角厚煤层综放采场应力与变形特征的三维数值分析[J].中国矿业,2004,13(7):69-73.
[148]谢文兵,陈晓祥,郑百生.采矿工程问题数值模拟研究与分析[M].徐州:中国矿业大学出版社,2005.
[149]段绪华,凌标灿,金智新.煤矿顶板事故防治新技术[M].徐州:中国矿业大学出版社,1993.
[150]郭振华.村庄下膏体充填采煤控制上覆岩层活动规律的研究[D].徐州:中国矿业大学图书馆,2008.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |