建筑物下条带开采沉陷实测纠偏方法研究
|
摘要
建筑物下压煤开采问题一直是困扰我国煤矿企业的重要课题,作为煤矿“绿色开采技术”体系中的重要技术措施之一的条带开采方法能有效地解决建筑物下压煤问题。长期以来,条带开采沉陷预计主要通过数值模拟法或概率积分法预计得出,预计结果有时与实际情况存在严重偏差,从而导致煤炭采出率过低或地表建筑物的破坏等级超出规定标准。因此,针对提高建筑物下条带开采沉陷预计准确性的研究具有重要意义,论文就建筑物下条带开采沉陷实测纠偏原理和方法进行了研究。
论文提出一套建筑物下条带开采沉陷实测纠偏方法,即利用采区内已采前两个或多个条带工作面的实测沉陷数据通过特定的平移叠加方式对尚未开采的后续若干条带工作面进行沉陷预计。当基于实测的预计结果表明目标建筑物的受损程度将超出规范所允许的等级时,相关人员能及时调整工作面与煤柱的参数,达到及时纠偏的目的,从而确保地面建筑物免受开采沉陷损害影响并提高采出率。
论文采用离散元数值模拟软件对建筑物下条带开采沉陷实测纠偏方法进行研究。研究结果表明,地表沉陷模拟结果与利用平移叠加预计方式所得结果非常吻合;作为条带开采沉陷主导因素的覆岩垂直应力场也符合平移叠加特性,从应力场的角度证明了条带开采沉陷实测纠偏方法具有较高可靠性。利用数值模拟手段对采出率、采宽或留宽、煤层倾角和采深等影响因素进行研究,结果表明,近水平和缓倾斜煤层、采出率≤50%且采宽<75m条件下,条带开采沉陷实测纠偏方法均具有较高可靠性。
基于上述研究成果,编制出一套界面友好、操作简便的“建筑物下条带开采沉陷预计实测纠偏软件”。利用前岭煤矿条带开采沉陷实测数据,对建筑物下条带开采沉陷实测纠偏方法进行验证,结果表明此方法具有较高的可靠性,并用其指导了临涣煤矿村庄下条带开采的生产实践。
该论文有图186幅,表27个,参考文献107篇,其中英文文献20篇。
Mining under buildings is one of the vital issues for Chinese coal mines. As a component of“Green Mining”system, strip-partial mining technology can solve such issue efficiently. Till now partial mining subsidence is mainly predicted by simulation method or probability integral method, however there could be serious warp between the prediction result and the survey data at times, and which will result in the low extraction ratio or the serious damage to surface buildings. Therefore the study on increasing veracity of partial mining subsidence prediction is of importance. The Rectification Method of Partial Mining Subsidence Under Buildings is studied in this dissertation.
The Rectification Method of Partial Mining Subsidence (RMPMS) means based on the survey data seperately of the first two or several extracted faces the further faces induced subsidence can be predicted by shifting and superadding calculation. When calculation results indicates the damage to the buildings will beyond the acceptable class, the relative engineers can modify the width of face and pillar to ensure the safety of the buildings and increase the extraction ratio. Discrete Element Method numerical simulation software is adopted to study the RMPMS. The research result has proved that numerical simulation data is almost same as the data which are calculated by shifting and superadding way. Vertical stress, as one of the main factors inducing surface subsidence, also can be calculated by shifting and superadding way, therefore it is proved that the RMPMS is quite reliable. The effects of extraction ratio, face width or pillar width, seam angle and seam depth to the application of RMPMS are simulated and analysed, and the result shows that for the flat seam and the seam which angle no more than 25°, as extraction ratio no more than 50% and face width less than 75m, the RMPMS can be used universally.
Based on the study result above, a RMPMS software is programmed. The reliablity of RMPMS is validated by applying the partial mining survey data from Qianling coal mine, and the outcome is very positive. Meanwhile the partial mining project was instructed by using RMPMS.
This paper contains 186 figures, 27 tables, 107 references, 20 of which are in English.
论文提出一套建筑物下条带开采沉陷实测纠偏方法,即利用采区内已采前两个或多个条带工作面的实测沉陷数据通过特定的平移叠加方式对尚未开采的后续若干条带工作面进行沉陷预计。当基于实测的预计结果表明目标建筑物的受损程度将超出规范所允许的等级时,相关人员能及时调整工作面与煤柱的参数,达到及时纠偏的目的,从而确保地面建筑物免受开采沉陷损害影响并提高采出率。
论文采用离散元数值模拟软件对建筑物下条带开采沉陷实测纠偏方法进行研究。研究结果表明,地表沉陷模拟结果与利用平移叠加预计方式所得结果非常吻合;作为条带开采沉陷主导因素的覆岩垂直应力场也符合平移叠加特性,从应力场的角度证明了条带开采沉陷实测纠偏方法具有较高可靠性。利用数值模拟手段对采出率、采宽或留宽、煤层倾角和采深等影响因素进行研究,结果表明,近水平和缓倾斜煤层、采出率≤50%且采宽<75m条件下,条带开采沉陷实测纠偏方法均具有较高可靠性。
基于上述研究成果,编制出一套界面友好、操作简便的“建筑物下条带开采沉陷预计实测纠偏软件”。利用前岭煤矿条带开采沉陷实测数据,对建筑物下条带开采沉陷实测纠偏方法进行验证,结果表明此方法具有较高的可靠性,并用其指导了临涣煤矿村庄下条带开采的生产实践。
该论文有图186幅,表27个,参考文献107篇,其中英文文献20篇。
Mining under buildings is one of the vital issues for Chinese coal mines. As a component of“Green Mining”system, strip-partial mining technology can solve such issue efficiently. Till now partial mining subsidence is mainly predicted by simulation method or probability integral method, however there could be serious warp between the prediction result and the survey data at times, and which will result in the low extraction ratio or the serious damage to surface buildings. Therefore the study on increasing veracity of partial mining subsidence prediction is of importance. The Rectification Method of Partial Mining Subsidence Under Buildings is studied in this dissertation.
The Rectification Method of Partial Mining Subsidence (RMPMS) means based on the survey data seperately of the first two or several extracted faces the further faces induced subsidence can be predicted by shifting and superadding calculation. When calculation results indicates the damage to the buildings will beyond the acceptable class, the relative engineers can modify the width of face and pillar to ensure the safety of the buildings and increase the extraction ratio. Discrete Element Method numerical simulation software is adopted to study the RMPMS. The research result has proved that numerical simulation data is almost same as the data which are calculated by shifting and superadding way. Vertical stress, as one of the main factors inducing surface subsidence, also can be calculated by shifting and superadding way, therefore it is proved that the RMPMS is quite reliable. The effects of extraction ratio, face width or pillar width, seam angle and seam depth to the application of RMPMS are simulated and analysed, and the result shows that for the flat seam and the seam which angle no more than 25°, as extraction ratio no more than 50% and face width less than 75m, the RMPMS can be used universally.
Based on the study result above, a RMPMS software is programmed. The reliablity of RMPMS is validated by applying the partial mining survey data from Qianling coal mine, and the outcome is very positive. Meanwhile the partial mining project was instructed by using RMPMS.
This paper contains 186 figures, 27 tables, 107 references, 20 of which are in English.
引文
[1]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.
[2]郭文兵,邓喀中,邹友峰.条带开采的非线性理论研究及应用[M].徐州:中国矿业大学出版社,2005.
[3] Xu Jialin, Lai Wenqi, Qian Minggao. An Approach to Developing Prospect and Technical Ways of Fill Mining in Chinese Collieries[A]. The 8th International Symposium on Mining with Backfill, 2004: 26～30.
[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,2003,32(4):343-348.
[5]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,1994.
[6]刘同有,周成浦,金铭良等.充填采矿技术与应用[M].北京:冶金工业出版社,2001.
[7]孙恒虎,黄玉诚,杨宝贵.当代胶结充填技术[M].北京:冶金工业出版社,2002.
[8]杨宝贵,崔希民,孙恒虎.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):262-265.
[9]胡华,孙恒虎.矿山充填工艺技术的发展及似膏体充填新技术[J].中国矿业,2001,10(6):48-50.
[10] Jan Palarski. The Experimental and Practical Results of Appling backfill. Innovations in Mining Backfill Technology, Proceedings of the 4th International Symposium on Mining with Backfill. Montreal, 1989: 33-37.
[11]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].辽宁工程技术大学博士学位论文,2000.
[12]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(2):9-12.
[13]杨伦.我国首例离层注浆减沉试验的再思考[J].中国地质灾害与防治学报,2006,17(1):102-104.
[14]张向东,范学理,赵德深.覆岩运动的时空过程[J].岩石力学与工程学报,2002,25(1):56-59.
[15]张玉卓,徐乃忠.地表沉陷控制新技术[M].徐州:中国矿业大学出版社,1998.
[16]范学理,刘文生,赵德深等.中国东北煤矿开采损害防护理论与实践[M].北京:煤炭工业出版社,1998.
[17]滕永海,阎振斌.采动过程中覆岩离层发育规律的研究[J].煤炭学报,1999,24(1):25-28.
[18]隋惠权,王忠林.覆岩离层注浆控制地表沉降技术的理论与实践[J].岩土工程学报.2001,24(4).
[19]许家林,尤琪,朱卫兵等.条带充填控制开采沉陷的理论研究[J].煤炭学报,2007,32(2):119-122.
[20] Xu Jialin, Zhu Weibin, Qian Minggao. Mechanism of partial backfilling for controlling mining subsidence[C]. Proceedings of the 5th International Symposium on Mining Science and Technology. 2004, 709-713
[21]许家林,朱卫兵,李兴尚等.控制煤矿开采沉陷的部分充填开采技术研究.采矿与安全工程学报,2006,23(1):6-11.
[22]李兴尚,许家林,朱卫兵等.条带开采垮落区注浆充填技术的理论研究[J].煤炭学报,2008,33(11):1205–1210.
[23]张华兴,郭爱国.宽条带充填全柱开采的地表沉陷影响因素研究[J].煤炭企业管理,2006 (6) : 56 - 57.
[24]张华兴,李金柱.提高条带开采法采出率的方法研究[J].煤炭科学技术,1997,25(3):1-3.
[25]郭爱国,张华兴.我国充填采矿现状及发展[J].矿山测量,2005(1):60-61.
[26]张华兴,王建学.宽条带开采的探讨与实践[J].矿山测量,2000(2):22-24.
[27]张华兴,李效刚,刘德民.利用宽条带实现全柱开采的方法[J].煤矿开采,2002,7(2):16-18.
[28]克拉茨著,马伟民,王金庄译.采动损害及其防护[M].北京:煤炭工业出版社,1984.
[29]郭文兵,邓喀中等.我国条带开采的研究现状与主要问题[J].煤炭科学技术.2004,32(8):7-11.
[30]黄乐亭.建筑物下大条带协调全采方法[J].煤炭学报,1995,20(6):632-636.
[31]黄乐亭.开采沉陷力学的研究与发展[J].煤炭科学技术,2003,31(2):54-56.
[32]吴立新,王金庄,郭增长.煤柱设计与监测基础[M].徐州:中国矿业大学出版社,2000.
[33] Wu Lixin, Wang Jinzhuang, Zhao Xuesheng. Strata and surface subsidence control in strip-partial mining under buildings [J]. Journal of China university of mining and technology, 1994,4(2):74-85.
[34]焦传武,仲惟林,耿德庸.条带法开采实施建筑物保护的实践和认识[M].地下开采夏代技术理论与实践,北京:煤炭工业出版社,2002.
[35]袁礼明,王金庄.条带开采法岩层移动机理分析[J].岩石力学与工程学报,1990,9(2):147-153.
[36]王金庄,吴立新.建(构)筑物下条带开采覆岩移动机理与实践[J].煤,1998(6):6-7.
[37]袁礼明.条带开采岩层移动机理及地表移动计算的研究[D].北京:中国矿业大学北京研究生部,1995.
[38]高玮.条带开采岩层移动机理浅析[J].矿山压力与顶板管理,2000(1):53-55.
[39] JIAO Chuan-wu, GENG De-yong, Characteristics of Surface Movements and Essentials of Coal Pillar Stability due to Mining, Proceeding of the International Symposium on Mining Technology and Science, China Coal Industry Publishing Press, 1985.
[40]胡炳南,袁亮.条带开采沉陷主控因素分析及设计对策[J].煤矿开采,2000(4):24-27.
[41]邹友峰,马伟明.条带开采沉陷主控因素分析及设计对策[J].矿山压力与顶板管理.1996,(1):27-31.
[42]王金庄,邢安仕,吴立新.矿山开采沉陷及其损害防治[M].北京:煤炭工业出版社,1995.
[43]许家林.岩层移动与控制的关键层理论及其应用[D].徐州:中国矿业大学,1999.
[44]谢和平,段发兵,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.
[45]胡炳南.条带开采煤柱稳定性分析[J].煤炭学报,1995,20(2):205-210.
[46]高玮.倾斜煤柱稳定性的弹塑性分析[J].力学与实践,2001,23(2):23-26.
[47]郭文兵.条带煤柱稳定性模糊数学分析[J].华北水利水电学院学报,1994,(4):67-72.
[48]郭文兵,李文彩,常兴民.葛店矿村庄下压煤开采技术途径分析[J].煤炭工程,2002,(5):41-43.
[49]邓喀中.开采沉陷中的岩体结构效应[M].徐州:中国矿业大学出版社,1998.
[50]邓喀中,谭思秀,刘茂德.在有裂隙厚煤层中的条带煤柱尺寸计算方法[J].江苏煤炭,1994,(4):43-45.
[51]吴立新,王金庄.煤柱屈服宽度计算及其影响因素分析[J].煤炭学报,1995,20(6):625-631.
[52]王旭春,黄福昌,张怀新等.A.H.威尔逊煤柱设计公式探讨及改进[J].煤炭学报,2002,27(6):604-608.
[53]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,2002.
[54]许家林,钱鸣高.关键层运动对覆岩及地表移动影响的研究[J].煤炭学报,2000,25(2):122-126.
[55]许家林,钱鸣高,朱卫兵.覆岩主关键层对地表下沉动态的影响研究[J].岩石力学与工程学报,2005,24(5):787-791.
[56] Y. Luo, S.S.Peng. Mathematical Model for Predicting Final Subsidence Basin in Hilly Regions[C], 13th Conference on Ground Control in Mining, 1990.
[57]吴侃,葛家新,王铃丁等.开采沉陷预计一体化方法[M].徐州:中国矿业大学出版社,1998.
[58]邓喀中,张至冬,张周权.深部开采条件下地表沉陷预测及控制探讨[J].中国矿业大学学报,2000,29(1):52-55.
[59]何满潮,王旭春.开采沉陷工程岩体本构关系研究[J].工程地质学报,1997,5(4):312-317.
[60] P. R. Sheorey, J. P. Loui, K. B. Singh. Ground Subsidence observations and a modified influence function method for complete subsidence prediction [J]. International Journal of Rock Mechanics and Mining Science, 2000, 37(5):801-818.
[61] Hood, M. , Ewy, R. t. and Riddle, L. r. , Empirical Methods of Subsidence Prediction-A Case Study from Illinois, J. Rock Mech. Min. Sci. and Geomech, Abstr. , Vol. 20, No.4, 1983.
[62]耿徳庸．有限元法计算和分析条带开采的地表移动及煤柱稳定性规律[J].北京开采所开采论文集,115-131.
[63]郭文兵.深部大采宽条带开采地表移动的预计[J].煤炭学报,2008,33(4):368-372.
[64]邹友峰,马伟民,何满潮等.条带沉陷计算的空间分层介质力学法[J].焦作矿业学院学报,1994,36(1):3-12.
[65]邹友峰,马伟民.条带开采尺寸设计及其地表沉陷的研究现状[J].中州煤炭,1993(2):7-10.
[66] Guo Wen-bing, Deng Ka-zhong, Zhou You-feng. Research on Artificial Neural Network Model for Calculating Strata Angle of Draw[C], Progress in Safety Science and Technology(Vol.IV),2004,1860-1864
[67]邹友峰.条带开采地表沉陷预计新方法[J].煤,1996,5(4):12-14.
[68]郭文兵,邓喀中,邹友峰.条带开采地表移动参数研究[J].煤炭学报,2005,30(2):182-186.
[69]郭文兵,邓喀中,邹友峰.条带开采下沉系数计算与优化设计的神经网络模型[J].中国安全科学学报,2006,16(6):40-45.
[70] KarmisM, Jaroz A. Prediction of ground movements due to underground mining in the eastern United States Coalfields [J] .Mining and mineral engineering, 1997,2, (1) 382-388.
[71]郭增长.极不充分开采地表移动预计方法及建筑物深部压煤开采技术的研究[D].中国矿业大学学报(北京校区),2001.
[72] Hood, M., Ewy, R. and Riddle etc. Empirical Methods of Subsidence Prediction-A Case Study from Illinois[J]. Rock Mechanic. Mining Science & Geomechanics. Vol.20, No.4, 1983.
[73]张俊英.大倾角多煤层条带开采三维有限元模拟[J].煤炭学报,1999,6(3):242-246.
[74] D H Y Tan, S S Peng. Structural Analysis of Mine Pillars Using Finite Element Method- A Case Studay. Mining Engineering, 1998 (9): 20-25.
[75]张俊英.多煤层条带开采模拟理论研究[J].煤炭学报,2000,25(2):67-70.
[76]谢和平,陈至达.非线性大变形有限元分析及在岩层移动中的应用[J].中国矿业大学学报,1998(2):94-98.
[77]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,1993,6:1-4.
[78]邓喀中.开采沉陷中的岩体结构效应研究[D].徐州:中国矿业大学博士学位论文,1993.
[79]高延法.岩移“四带”模型与动态位移反分析[J].煤炭学报,1996,2(1):50-56.
[80]朱卫兵,许家林,李兴尚等.厚表土层薄基岩条件下村庄压煤条带开采试验[J].中国矿业大学学报,2007,36(6):738～742.
[81]麻风海,范学理,王泳嘉.岩层移动动态过程的离散单元法分析[J].煤炭学报.1996,8(4):388-392.
[82] Kay D.R.,McNabb K.E.,Carter J.P..Numerical Modeling of Mine Subsidence at Angus Place Colliery.Proceedings of Computer Methods and Advances in Geomechanics[C].NSW:Balkema, Rotterdam,1991.
[83] Waddingon A. A.,Kay D.R.,Waddington Kay.The Modelling of Subsidence Movements in the Cataract River Gorge and the Cataract Tunnel.Proceedings of the MSTS 4th triennial conference on buildings and structures subject to ground movement Newcastle Saturday 11th to Monday 13th July 1998[C].NSW:Mine Subsidence Technological Society,1998.
[84]吴侃.急倾斜厚煤层条带开采三维有限元模拟分析[J].矿山测量,1994,3:39-43.
[85] K.Hanna, D.Conover, Paul H. Lu. Intergrity Factor Approach to Assess the Stability of Room-and-Pillar Mines, Proceedings of 7th International Conference on Ground Control in Mining, 1988.
[86]郭惟嘉,陈绍杰,李法柱.郭维嘉厚松散层薄基岩条带法开采采留尺度研究[J].煤炭学报,2006,31(6):747-751.
[87] Itasca Consulting Group Inc. Fast Lagrangian Analysis of Continua in 3 Dimensions User’s Guide[R], Minnesota:Itasca Consulting Group Inc., 2003.
[88]刘贵,张华兴,徐乃忠.深部厚煤层条带开采煤柱的稳定性[J] .煤炭学报,2008,33(10):1086-1091.
[89]张华兴,李金柱.提高条带开采法采出率的方法研究[J] .煤炭科学技术,1997,25(3):1-3.
[90]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.
[91]赵扬锋,张华兴,潘一山.条带开采中采出率对地表沉陷影响的数值模拟研究[J].煤矿开采,2003,8(3):1-3.
[92] Waddingon A. A.,Kay D.R..the Incremental Profile Method for Prediction of Subsidence, Tilt, Curvature and Strain over a Series of Panels.Proceedings of the Third Triennial Conference on Buildings and Structures subject to Ground Movement[C].NSW:Mine Subsidence Technological Society,1995.
[93]钱鸣高,石平五.矿山压力与岩层控制[M].徐州:中国矿业大学出版社,2003.
[94] G.G.道恩.矿业与环境保护[M].北京:中国建筑工业出版社,1982.
[95]焦传武,耿德庸.条带开采的地表移动特点及煤柱稳定性要素[C].国际采矿科学技术讨论会论文集,1985.
[96] Sheorey P.R, Singh SK. Non-effective width extraction and goaf pillar method for subsidence control[C]. Second National Conference on Ground Control in Mining, India 1996: 49-56.
[97] L. Holla. Surface Subsidence Prediction in the Western Coalfield[M]. NSW: 1991.
[98]蔡嗣经.矿山充填力学基础[M].北京:冶金工业出版社.1994年.
[99]王旭春,黄福昌,张怀新等. A.H.威尔逊煤柱设计公式探讨及改进[J].煤炭学报,2002,27(6):604-608.
[100]郭文兵.条带开采的非线性理论模型与应用研究[D].中国矿业大学博士学位论文.2004年4月.
[101]张华兴.条带开采技术的新进展[C].地下开采现代技术理论与实践.北京:煤炭工业出版社.2002年.
[102]焦传武,仲惟林等.条带法开采实施建筑物保护的实践与认识[C].地下开采现代技术理论与实践.北京:煤炭工业出版社.2002年.
[103]郭增长,谢和平,王金庄.条带开采保留煤柱宽度和采出宽度与地表变形的关系[J].湘潭矿业学院学报. 2003,18(2):13-18.
[104] Waddingon A. A.,Kay D.R.,Waddington Kay.Comparisons of Predicted and Observed Mine Subsidence Profiles.Proceedings of the MSTS 5th Triennial Conference Coal Mine Subsidence 2001 Current Practice and Issues[C].NSW:Mine Subsidence Technological Society,2001.
[105]郭文兵,李彩文,常兴民.葛店矿村庄下压煤开采技术途径分析[J].煤炭工程,2002,(5):41-43.
[106]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.
[107]邹友峰,胡友健.采动损害与防护[M].徐州:中国矿业大学出版社,1996年.
[2]郭文兵,邓喀中,邹友峰.条带开采的非线性理论研究及应用[M].徐州:中国矿业大学出版社,2005.
[3] Xu Jialin, Lai Wenqi, Qian Minggao. An Approach to Developing Prospect and Technical Ways of Fill Mining in Chinese Collieries[A]. The 8th International Symposium on Mining with Backfill, 2004: 26～30.
[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,2003,32(4):343-348.
[5]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,1994.
[6]刘同有,周成浦,金铭良等.充填采矿技术与应用[M].北京:冶金工业出版社,2001.
[7]孙恒虎,黄玉诚,杨宝贵.当代胶结充填技术[M].北京:冶金工业出版社,2002.
[8]杨宝贵,崔希民,孙恒虎.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):262-265.
[9]胡华,孙恒虎.矿山充填工艺技术的发展及似膏体充填新技术[J].中国矿业,2001,10(6):48-50.
[10] Jan Palarski. The Experimental and Practical Results of Appling backfill. Innovations in Mining Backfill Technology, Proceedings of the 4th International Symposium on Mining with Backfill. Montreal, 1989: 33-37.
[11]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].辽宁工程技术大学博士学位论文,2000.
[12]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(2):9-12.
[13]杨伦.我国首例离层注浆减沉试验的再思考[J].中国地质灾害与防治学报,2006,17(1):102-104.
[14]张向东,范学理,赵德深.覆岩运动的时空过程[J].岩石力学与工程学报,2002,25(1):56-59.
[15]张玉卓,徐乃忠.地表沉陷控制新技术[M].徐州:中国矿业大学出版社,1998.
[16]范学理,刘文生,赵德深等.中国东北煤矿开采损害防护理论与实践[M].北京:煤炭工业出版社,1998.
[17]滕永海,阎振斌.采动过程中覆岩离层发育规律的研究[J].煤炭学报,1999,24(1):25-28.
[18]隋惠权,王忠林.覆岩离层注浆控制地表沉降技术的理论与实践[J].岩土工程学报.2001,24(4).
[19]许家林,尤琪,朱卫兵等.条带充填控制开采沉陷的理论研究[J].煤炭学报,2007,32(2):119-122.
[20] Xu Jialin, Zhu Weibin, Qian Minggao. Mechanism of partial backfilling for controlling mining subsidence[C]. Proceedings of the 5th International Symposium on Mining Science and Technology. 2004, 709-713
[21]许家林,朱卫兵,李兴尚等.控制煤矿开采沉陷的部分充填开采技术研究.采矿与安全工程学报,2006,23(1):6-11.
[22]李兴尚,许家林,朱卫兵等.条带开采垮落区注浆充填技术的理论研究[J].煤炭学报,2008,33(11):1205–1210.
[23]张华兴,郭爱国.宽条带充填全柱开采的地表沉陷影响因素研究[J].煤炭企业管理,2006 (6) : 56 - 57.
[24]张华兴,李金柱.提高条带开采法采出率的方法研究[J].煤炭科学技术,1997,25(3):1-3.
[25]郭爱国,张华兴.我国充填采矿现状及发展[J].矿山测量,2005(1):60-61.
[26]张华兴,王建学.宽条带开采的探讨与实践[J].矿山测量,2000(2):22-24.
[27]张华兴,李效刚,刘德民.利用宽条带实现全柱开采的方法[J].煤矿开采,2002,7(2):16-18.
[28]克拉茨著,马伟民,王金庄译.采动损害及其防护[M].北京:煤炭工业出版社,1984.
[29]郭文兵,邓喀中等.我国条带开采的研究现状与主要问题[J].煤炭科学技术.2004,32(8):7-11.
[30]黄乐亭.建筑物下大条带协调全采方法[J].煤炭学报,1995,20(6):632-636.
[31]黄乐亭.开采沉陷力学的研究与发展[J].煤炭科学技术,2003,31(2):54-56.
[32]吴立新,王金庄,郭增长.煤柱设计与监测基础[M].徐州:中国矿业大学出版社,2000.
[33] Wu Lixin, Wang Jinzhuang, Zhao Xuesheng. Strata and surface subsidence control in strip-partial mining under buildings [J]. Journal of China university of mining and technology, 1994,4(2):74-85.
[34]焦传武,仲惟林,耿德庸.条带法开采实施建筑物保护的实践和认识[M].地下开采夏代技术理论与实践,北京:煤炭工业出版社,2002.
[35]袁礼明,王金庄.条带开采法岩层移动机理分析[J].岩石力学与工程学报,1990,9(2):147-153.
[36]王金庄,吴立新.建(构)筑物下条带开采覆岩移动机理与实践[J].煤,1998(6):6-7.
[37]袁礼明.条带开采岩层移动机理及地表移动计算的研究[D].北京:中国矿业大学北京研究生部,1995.
[38]高玮.条带开采岩层移动机理浅析[J].矿山压力与顶板管理,2000(1):53-55.
[39] JIAO Chuan-wu, GENG De-yong, Characteristics of Surface Movements and Essentials of Coal Pillar Stability due to Mining, Proceeding of the International Symposium on Mining Technology and Science, China Coal Industry Publishing Press, 1985.
[40]胡炳南,袁亮.条带开采沉陷主控因素分析及设计对策[J].煤矿开采,2000(4):24-27.
[41]邹友峰,马伟明.条带开采沉陷主控因素分析及设计对策[J].矿山压力与顶板管理.1996,(1):27-31.
[42]王金庄,邢安仕,吴立新.矿山开采沉陷及其损害防治[M].北京:煤炭工业出版社,1995.
[43]许家林.岩层移动与控制的关键层理论及其应用[D].徐州:中国矿业大学,1999.
[44]谢和平,段发兵,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.
[45]胡炳南.条带开采煤柱稳定性分析[J].煤炭学报,1995,20(2):205-210.
[46]高玮.倾斜煤柱稳定性的弹塑性分析[J].力学与实践,2001,23(2):23-26.
[47]郭文兵.条带煤柱稳定性模糊数学分析[J].华北水利水电学院学报,1994,(4):67-72.
[48]郭文兵,李文彩,常兴民.葛店矿村庄下压煤开采技术途径分析[J].煤炭工程,2002,(5):41-43.
[49]邓喀中.开采沉陷中的岩体结构效应[M].徐州:中国矿业大学出版社,1998.
[50]邓喀中,谭思秀,刘茂德.在有裂隙厚煤层中的条带煤柱尺寸计算方法[J].江苏煤炭,1994,(4):43-45.
[51]吴立新,王金庄.煤柱屈服宽度计算及其影响因素分析[J].煤炭学报,1995,20(6):625-631.
[52]王旭春,黄福昌,张怀新等.A.H.威尔逊煤柱设计公式探讨及改进[J].煤炭学报,2002,27(6):604-608.
[53]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,2002.
[54]许家林,钱鸣高.关键层运动对覆岩及地表移动影响的研究[J].煤炭学报,2000,25(2):122-126.
[55]许家林,钱鸣高,朱卫兵.覆岩主关键层对地表下沉动态的影响研究[J].岩石力学与工程学报,2005,24(5):787-791.
[56] Y. Luo, S.S.Peng. Mathematical Model for Predicting Final Subsidence Basin in Hilly Regions[C], 13th Conference on Ground Control in Mining, 1990.
[57]吴侃,葛家新,王铃丁等.开采沉陷预计一体化方法[M].徐州:中国矿业大学出版社,1998.
[58]邓喀中,张至冬,张周权.深部开采条件下地表沉陷预测及控制探讨[J].中国矿业大学学报,2000,29(1):52-55.
[59]何满潮,王旭春.开采沉陷工程岩体本构关系研究[J].工程地质学报,1997,5(4):312-317.
[60] P. R. Sheorey, J. P. Loui, K. B. Singh. Ground Subsidence observations and a modified influence function method for complete subsidence prediction [J]. International Journal of Rock Mechanics and Mining Science, 2000, 37(5):801-818.
[61] Hood, M. , Ewy, R. t. and Riddle, L. r. , Empirical Methods of Subsidence Prediction-A Case Study from Illinois, J. Rock Mech. Min. Sci. and Geomech, Abstr. , Vol. 20, No.4, 1983.
[62]耿徳庸．有限元法计算和分析条带开采的地表移动及煤柱稳定性规律[J].北京开采所开采论文集,115-131.
[63]郭文兵.深部大采宽条带开采地表移动的预计[J].煤炭学报,2008,33(4):368-372.
[64]邹友峰,马伟民,何满潮等.条带沉陷计算的空间分层介质力学法[J].焦作矿业学院学报,1994,36(1):3-12.
[65]邹友峰,马伟民.条带开采尺寸设计及其地表沉陷的研究现状[J].中州煤炭,1993(2):7-10.
[66] Guo Wen-bing, Deng Ka-zhong, Zhou You-feng. Research on Artificial Neural Network Model for Calculating Strata Angle of Draw[C], Progress in Safety Science and Technology(Vol.IV),2004,1860-1864
[67]邹友峰.条带开采地表沉陷预计新方法[J].煤,1996,5(4):12-14.
[68]郭文兵,邓喀中,邹友峰.条带开采地表移动参数研究[J].煤炭学报,2005,30(2):182-186.
[69]郭文兵,邓喀中,邹友峰.条带开采下沉系数计算与优化设计的神经网络模型[J].中国安全科学学报,2006,16(6):40-45.
[70] KarmisM, Jaroz A. Prediction of ground movements due to underground mining in the eastern United States Coalfields [J] .Mining and mineral engineering, 1997,2, (1) 382-388.
[71]郭增长.极不充分开采地表移动预计方法及建筑物深部压煤开采技术的研究[D].中国矿业大学学报(北京校区),2001.
[72] Hood, M., Ewy, R. and Riddle etc. Empirical Methods of Subsidence Prediction-A Case Study from Illinois[J]. Rock Mechanic. Mining Science & Geomechanics. Vol.20, No.4, 1983.
[73]张俊英.大倾角多煤层条带开采三维有限元模拟[J].煤炭学报,1999,6(3):242-246.
[74] D H Y Tan, S S Peng. Structural Analysis of Mine Pillars Using Finite Element Method- A Case Studay. Mining Engineering, 1998 (9): 20-25.
[75]张俊英.多煤层条带开采模拟理论研究[J].煤炭学报,2000,25(2):67-70.
[76]谢和平,陈至达.非线性大变形有限元分析及在岩层移动中的应用[J].中国矿业大学学报,1998(2):94-98.
[77]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,1993,6:1-4.
[78]邓喀中.开采沉陷中的岩体结构效应研究[D].徐州:中国矿业大学博士学位论文,1993.
[79]高延法.岩移“四带”模型与动态位移反分析[J].煤炭学报,1996,2(1):50-56.
[80]朱卫兵,许家林,李兴尚等.厚表土层薄基岩条件下村庄压煤条带开采试验[J].中国矿业大学学报,2007,36(6):738～742.
[81]麻风海,范学理,王泳嘉.岩层移动动态过程的离散单元法分析[J].煤炭学报.1996,8(4):388-392.
[82] Kay D.R.,McNabb K.E.,Carter J.P..Numerical Modeling of Mine Subsidence at Angus Place Colliery.Proceedings of Computer Methods and Advances in Geomechanics[C].NSW:Balkema, Rotterdam,1991.
[83] Waddingon A. A.,Kay D.R.,Waddington Kay.The Modelling of Subsidence Movements in the Cataract River Gorge and the Cataract Tunnel.Proceedings of the MSTS 4th triennial conference on buildings and structures subject to ground movement Newcastle Saturday 11th to Monday 13th July 1998[C].NSW:Mine Subsidence Technological Society,1998.
[84]吴侃.急倾斜厚煤层条带开采三维有限元模拟分析[J].矿山测量,1994,3:39-43.
[85] K.Hanna, D.Conover, Paul H. Lu. Intergrity Factor Approach to Assess the Stability of Room-and-Pillar Mines, Proceedings of 7th International Conference on Ground Control in Mining, 1988.
[86]郭惟嘉,陈绍杰,李法柱.郭维嘉厚松散层薄基岩条带法开采采留尺度研究[J].煤炭学报,2006,31(6):747-751.
[87] Itasca Consulting Group Inc. Fast Lagrangian Analysis of Continua in 3 Dimensions User’s Guide[R], Minnesota:Itasca Consulting Group Inc., 2003.
[88]刘贵,张华兴,徐乃忠.深部厚煤层条带开采煤柱的稳定性[J] .煤炭学报,2008,33(10):1086-1091.
[89]张华兴,李金柱.提高条带开采法采出率的方法研究[J] .煤炭科学技术,1997,25(3):1-3.
[90]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.
[91]赵扬锋,张华兴,潘一山.条带开采中采出率对地表沉陷影响的数值模拟研究[J].煤矿开采,2003,8(3):1-3.
[92] Waddingon A. A.,Kay D.R..the Incremental Profile Method for Prediction of Subsidence, Tilt, Curvature and Strain over a Series of Panels.Proceedings of the Third Triennial Conference on Buildings and Structures subject to Ground Movement[C].NSW:Mine Subsidence Technological Society,1995.
[93]钱鸣高,石平五.矿山压力与岩层控制[M].徐州:中国矿业大学出版社,2003.
[94] G.G.道恩.矿业与环境保护[M].北京:中国建筑工业出版社,1982.
[95]焦传武,耿德庸.条带开采的地表移动特点及煤柱稳定性要素[C].国际采矿科学技术讨论会论文集,1985.
[96] Sheorey P.R, Singh SK. Non-effective width extraction and goaf pillar method for subsidence control[C]. Second National Conference on Ground Control in Mining, India 1996: 49-56.
[97] L. Holla. Surface Subsidence Prediction in the Western Coalfield[M]. NSW: 1991.
[98]蔡嗣经.矿山充填力学基础[M].北京:冶金工业出版社.1994年.
[99]王旭春,黄福昌,张怀新等. A.H.威尔逊煤柱设计公式探讨及改进[J].煤炭学报,2002,27(6):604-608.
[100]郭文兵.条带开采的非线性理论模型与应用研究[D].中国矿业大学博士学位论文.2004年4月.
[101]张华兴.条带开采技术的新进展[C].地下开采现代技术理论与实践.北京:煤炭工业出版社.2002年.
[102]焦传武,仲惟林等.条带法开采实施建筑物保护的实践与认识[C].地下开采现代技术理论与实践.北京:煤炭工业出版社.2002年.
[103]郭增长,谢和平,王金庄.条带开采保留煤柱宽度和采出宽度与地表变形的关系[J].湘潭矿业学院学报. 2003,18(2):13-18.
[104] Waddingon A. A.,Kay D.R.,Waddington Kay.Comparisons of Predicted and Observed Mine Subsidence Profiles.Proceedings of the MSTS 5th Triennial Conference Coal Mine Subsidence 2001 Current Practice and Issues[C].NSW:Mine Subsidence Technological Society,2001.
[105]郭文兵,李彩文,常兴民.葛店矿村庄下压煤开采技术途径分析[J].煤炭工程,2002,(5):41-43.
[106]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.
[107]邹友峰,胡友健.采动损害与防护[M].徐州:中国矿业大学出版社,1996年.