白垩系地层冻结压力实测与双层井壁结构优化设计
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摘要
本文以内蒙地区白垩、侏罗系地层冻结法凿井为研究背景,用理论分析、现场实测和数值模拟的方法,对白垩、侏罗系地层双层钢筋混凝土井壁结构的受力特征进行了研究,并以此为基础获得了井壁结构优化方案,得到了丰硕的经济和社会效益。
通过实验研究,获得了白垩、侏罗系地层冻结岩石的物理力学性能,并通过对比,得到了中东部地区和西部地区冻结岩土(石)物理力学性能的差异。通过理论分析,获得了双层钢筋混凝土井壁结构的受力机理和主要外荷载的取值及计算方法,并论述了双层井壁结构形式的设计计算方法。通过现场实测,获得了白垩系地层冻结段冻结压力和钢筋应力(竖向和环向)的发展规律,并通过实测数据结合理论分析得到了白垩系地层冻结压力的计算公式。在此基础上,结合理论分析,对泊江海子矿主、副、风三个井筒的双层钢筋混凝土井壁结构提出了优化方案,并通过计算,证明了优化方案的可行性,同时论证了通过优化得到的直接间接经济效益非常显著。最后通过数值模拟,对白垩系地层双层井壁结构的受力特征进行了研究,得到了大量的数值模拟结果和丰富的结果图,对以后的井壁结构设计研究具有重要的意义。
此次,在内蒙古泊江海子矿井全面和深入的开展了白垩系地层冻结法凿井关键技术问题课题,并取得成功,填补了我国白垩系地层冻结基础理论的空白,解决了白垩系地层井壁设计、井壁安全、等一系列重大理论与关键技术问题,完善和丰富了我国冻结法凿井的理论与实践成果,极大的提升了我国冻结法建井的水平,创造了巨大的经济和社会效益。
Cretaceous and Jurassic strata of the Inner Mongolia region, freezing sinking as the research background. Theoretical analysis, field measurement and numerical simulation methods. Force characteristics of double reinforced concrete shaft lining structure in the Cretaceous. The Jurassic strata were studied, sidewall structure optimization program as the basis for fruitful economic and social benefits.
Experimental study of Cretaceous, Jurassic strata freeze rock physical and mechanical properties. By contrast, in the eastern region and western regions of differences in physical and mechanical properties of frozen soil (stone). By theoretical analysis, the double-layer reinforced concrete shaft lining stress mechanism and the external load values and calculation methods, and discusses the design of the double-layer sidewall structure calculation methods. Field measurement, the Cretaceous strata freezing section to freeze stress and steel stress (vertical and ring), the law of development, the formula of the Cretaceous strata freezing pressure and the measured data combined with theoretical analysis. On this basis, combined with theoretical analysis, the miners parked Jiang Haizi Vice wind three wellbore double reinforced concrete sidewall structure of the optimization program, and by calculation, to prove the feasibility of the optimization program at the same time demonstrate optimization of direct and indirect economic benefits are significant. Finally, numerical simulation, the force characteristics of the Cretaceous formation of double sidewall structure research, has been a large number of numerical simulation results and the results of Figure, right after the sidewall structural design is of great significance.
The the Jianghai Zi mine in Inner Mongolia, moored a comprehensive and in-depth Cretaceous strata freezing sinking key technical problems in topic and be successful, to fill the gap of Cretaceous strata to freeze the basic theory to solve the sidewall of the Cretaceous strata design, sidewall security, a series of important theories and key technologies, to improve and enrich the theory and practice of China's freezing sinking results, greatly improved the level of freezing method of well construction in China, has created enormous economic and social benefits.
通过实验研究,获得了白垩、侏罗系地层冻结岩石的物理力学性能,并通过对比,得到了中东部地区和西部地区冻结岩土(石)物理力学性能的差异。通过理论分析,获得了双层钢筋混凝土井壁结构的受力机理和主要外荷载的取值及计算方法,并论述了双层井壁结构形式的设计计算方法。通过现场实测,获得了白垩系地层冻结段冻结压力和钢筋应力(竖向和环向)的发展规律,并通过实测数据结合理论分析得到了白垩系地层冻结压力的计算公式。在此基础上,结合理论分析,对泊江海子矿主、副、风三个井筒的双层钢筋混凝土井壁结构提出了优化方案,并通过计算,证明了优化方案的可行性,同时论证了通过优化得到的直接间接经济效益非常显著。最后通过数值模拟,对白垩系地层双层井壁结构的受力特征进行了研究,得到了大量的数值模拟结果和丰富的结果图,对以后的井壁结构设计研究具有重要的意义。
此次,在内蒙古泊江海子矿井全面和深入的开展了白垩系地层冻结法凿井关键技术问题课题,并取得成功,填补了我国白垩系地层冻结基础理论的空白,解决了白垩系地层井壁设计、井壁安全、等一系列重大理论与关键技术问题,完善和丰富了我国冻结法凿井的理论与实践成果,极大的提升了我国冻结法建井的水平,创造了巨大的经济和社会效益。
Cretaceous and Jurassic strata of the Inner Mongolia region, freezing sinking as the research background. Theoretical analysis, field measurement and numerical simulation methods. Force characteristics of double reinforced concrete shaft lining structure in the Cretaceous. The Jurassic strata were studied, sidewall structure optimization program as the basis for fruitful economic and social benefits.
Experimental study of Cretaceous, Jurassic strata freeze rock physical and mechanical properties. By contrast, in the eastern region and western regions of differences in physical and mechanical properties of frozen soil (stone). By theoretical analysis, the double-layer reinforced concrete shaft lining stress mechanism and the external load values and calculation methods, and discusses the design of the double-layer sidewall structure calculation methods. Field measurement, the Cretaceous strata freezing section to freeze stress and steel stress (vertical and ring), the law of development, the formula of the Cretaceous strata freezing pressure and the measured data combined with theoretical analysis. On this basis, combined with theoretical analysis, the miners parked Jiang Haizi Vice wind three wellbore double reinforced concrete sidewall structure of the optimization program, and by calculation, to prove the feasibility of the optimization program at the same time demonstrate optimization of direct and indirect economic benefits are significant. Finally, numerical simulation, the force characteristics of the Cretaceous formation of double sidewall structure research, has been a large number of numerical simulation results and the results of Figure, right after the sidewall structural design is of great significance.
The the Jianghai Zi mine in Inner Mongolia, moored a comprehensive and in-depth Cretaceous strata freezing sinking key technical problems in topic and be successful, to fill the gap of Cretaceous strata to freeze the basic theory to solve the sidewall of the Cretaceous strata design, sidewall security, a series of important theories and key technologies, to improve and enrich the theory and practice of China's freezing sinking results, greatly improved the level of freezing method of well construction in China, has created enormous economic and social benefits.
引文
[1]陶柏祥,李和群等.《建井工程结构》[M].北京：煤炭工业出版社,1986.317-366.
[2]崔广心等.深厚表土层中的冻结壁和井壁[M].徐州：中国矿业大学出版社,1998.
[3]徐学祖,王家澄,张立新.冻土物理学[M].科学出版社,2001,4.
[4]H.A.崔托维奇.冻土力学[M].科学出版社,1985.
[5]张荣立,何国伟等.《采矿工程设计手册》中册[M].北京：煤炭工业出版社,2000.1568-1709.
[6]姚直书,程桦等,西部地区深基岩冻结井筒井壁结构设计与优化[J].煤炭学报,2010,35(5)：760-764.
[7]王衍森,薛利兵等.特厚冲积层竖井井壁冻结压力的实测与分析[J].岩土工程学报,2009,31(2)：207-212.
[8]周杰,周国庆等.考虑竖向附加力和温度应力作用的双层井壁结构优化计算[J].西安建筑科技大学学报.2010,42(2)：283-287.
[9]汪仁和,亢延民等.深厚粘土地层冻结压力的实测分析[J].煤炭科学技术.2008,36(2)：30-38.
[10]姚直书,程桦等.深厚表土层冻结外层井壁受力状况的监测及分析[J].煤炭科学技术.2009,32(6)：49-52.
[11]李运来,汪仁和等.深厚表土中冻结法凿井井壁冻结压力特征分析[J].煤炭工程.2006,(10)：35-37.
[12]王衍森,张开顺等.深厚冲积层冻结井外壁钢筋应力的实测研究[J].中国矿业大学学报.2007,36(3)：287-291.
[13]姚直书,程桦等.特厚冲积层冻结井壁受力机理与设计优化.西安科技大学学报[J].2010,30(2)：169-173.
[14]蔡海兵,王晓健.厚粘土层冻结井壁力学特性的实测研究.煤炭工程[J].2009,(3)：54-56.
[15]经来旺,何杰兵等.深立井井壁结构设计中存在问题及解决对策[J].中国矿业.2007,16(6)：66-68.
[16]黄小飞.特厚表土层冻结井壁的受力机理及设计理论研究[D].淮南.安徽理工大学.2006年.
[17]王衍森,黄家会等.特厚冲积层中冻结井外壁温度实测研究[J].中国矿业大学学报.2006,35(4)：468-472.
[18]贾翱翔.冻结法凿井井壁结构的探讨[J].煤炭工程.2006,(2)：63-65.
[19]王衍森,杨志江等.凿井期冻结井外壁的力学模型及水平极限承载力研究.采矿与安全工程学报[J].2009,26(3)：359-362.
[20]邵红才,郁浩等.深厚表土层冻结井筒外壁高强混凝土配比研究.建井技术[J].2007,28(1)：24-26.
[21]陈湘生,濮家骝,罗小刚等.土壤冻胀离心模拟试验[J].岩土工程学报.1999(06),615-619.
[22]何平,程国栋,杨成松等.冻土融沉系数的评价方法[J].冰川冻土.2003(06),608～613.
[23]董瑞琨,许兆义.含水量变化对冻融指标影响试验研究[J].中国水土保持,2003(08),18-21.
[24]汪仁和.人工多圈管冻结地层的水热力耦合研究及其冻结壁计算[D].中国科技大学,2005.10.
[25]马乾坤.白垩系地层立井冻结壁与井壁共同作用分析[D].安徽理工大学,2010.6.
[26]姚兆明,昌建民.冻结压力AI—GM理论预测方法研究[J].安徽理工大学学报,2006,26(4)：37-40.
[27]杨俊杰.考虑地层抗力时的外层井壁内力计算[J].煤炭工程,2002,(2)：53-55.
[28]任彦龙、杨维好等.基于不同强度准则的井壁极限承载力研究[J]中国矿业大学学报,20011,40(4)：540-543.
[291刘金龙、陈陆望等.考虑温度应力影响的立井井壁强度设计方法[J].岩石力学与工程学报,20011,30(8)：1557-1563.
[30]刘希亮.《深厚表土不稳定地层中井壁受力研究》[M].北京：煤炭工业出版社,2004.
[31]杨俊杰.《深厚表土地层条件下的立井井壁结构》[M].北京：科学出版社,2010.
[32]Miller R D. Freezing and heaving of saturated and unsaturated soils [J]. Highway Research Record,1972,39(3):1-11.
[33]Harlan R. L. Analysis of couple heat-fluid transport in partially frozen soil [J].Wat. Resour.Res.1973.9(5):131-132.
[34]JM Kennard. Duquesne C.A model for water transport and ice lending in freezing soils. Water Resources Research.1993,62-68.
[35]Slwata.Driving force for water migration in frozen clayed soil. Soil Science and Plant Nutrition.1980,39-45.
[36]RL Harlan. Analysis of coupled heat fluid transport in partially frozen soil[J].Water Resource Research.1973,58-70.
[37]Fang Ketc. Mechanism of the attention of loess cement under freezing and thawing. Proceedings of the 6th International Conference on Permafrost, Vol 1. Guangzhou,South China University of technology Press,1993,28-37.
[38]Huang W X. Investigation on stability of saturated sand foundations and slopes against liquefaction. In:I SSFE eds. Paris:Proceedings of the Fifth International Conference of Soil Mechanics and Foundation Engineering,1961.2:629-631.
[39]Hardin B O, Drnevich V P. Shear modulus and damping in soils:measurement and parameter effects. Journal of the Soil Mechanics and Foundation Engineering Division,1972, 98(6):603-624.
[40]Martin G R. Effects of system compliance on liquefaction tests. Journal of Geotechnical Engineering Division,1978,104(4):463-480.
[41]Masing G. Eigen spann ungen and verfestigung beim mssing proceedings. Second International Congress of Applied Mechanics,1926:332-335.
[42]Prevost J H, Catherine M K. Shear stress strain curve generation from simple material parameters. J Geotechnical Eng ineering,1967,34(3):11-19.
[43]Pyke R. Nonlinear soil models for irregular cyclic loading. JGED,1979,105(6):715-726.
[44]Mroz Z, Zienkiewicz O C. Uniform formulation of constitutive equation for clay and sands. In:Desai C S, Gallagher R H, eds. Mechanics of Engineering Materials. London:John Wiley and Son,1984.78-95.
[45]AnderslandOB,LihamAlNouri.Time-depen-dent strength behaviour of frozen soil.JSoilMechfound,DivAmSocCivEng,1970,96(SM4):1249-1265.
[46]LadanyiBrank An engeineering theory creep of frozen soils.CanGeotechJ,1972, 9(1):63-80.
[47]ISGF.Classification and laboratory testing of arti-ficially frozen ground.ASCEJ of Cold Regions En-gineering,,1987, 1(1):22-47.
[48]Fremond M..Ground Freezing.Rotterdam:A ABalkema,1994.
[49]何平,程国栋,杨成松等.冻土融沉系数的评价方法[J].冰川冻土.2003(06),608～613.
[50]汪仁和.人工多圈管冻结地层的水热力耦合研究及其冻结壁计算[D].中国科技大学,2005.10.
[51]薛其加.张双楼煤矿新副井表土段井壁结构设计.能源技术与管理[J].2008,(4)：36-38
[52]赵志根.井壁破裂研究中应注意的几个问题.西部探矿工程[J].2004,(8)：125-126.
[53]王衍森,杨志江等.凿井期冻结井外壁的力学模型及水平极限承载力研究.采矿与安全工程学报[J].2009,26(3)：359-362.
[54]孙文若.深井冻结壁与外壁共同作用的理论分析和计算方法[J].建井技术,1983(2)：46-51.
[55]汪仁和,李栋伟,王秀喜.井筒开挖下非线性冻结壁的应力场和位移场计算[J].上海交通大学学报,2005,39(11)：1862-1865.
[56]杨小林.地下工程爆破[M].武汉理工大学出版社.2009.
[57]汪仁和,曹荣斌.双排管冻结下冻结壁温度场形成特征的数值分析[J].冰川冻土,2002,(02).
[58]汪仁和.粘土冻结壁的变形特性与计算[J].冰川冻土,1996,(01).
[59]徐士良.立井多排管冻结温度场的数学模型研究[J].安徽建筑工业学院学报(自然科学版),2004,(03).
[60]经来旺；李华龙；冻结法施工中温度变化对井壁强度的影响[J].煤炭学报,2000(1)
[61]陈文豹汤志斌潘集矿区冻结壁平均温度及冻结孔布置圈径的探讨[J].煤炭学报,1982(1)：46-52.
[62]汤志斌,陈文豹,李功洲.冻结壁温度场的实测研究及其在工程中的应用[A].地层冻结工程技术和应用——中国地层冻结工程40年论文集[C].1995.
[63]金川,汪仁和,王伟.张集矿北区地层冻结温度场的实测与分析[J].安徽理工大学学报,2004,(02).
[64]李栋伟,汪仁和.多圈管瞬态温度场现场实测与有限元数值分析[J].煤田地质与勘探.2007,35(01).
[65]刘莹.内蒙地区煤矿井塔基础大体积混凝土的温度应力研究[D].安徽理工大学,2010.6.
[66]岳戈,陈权等.ADTNA应用基础与实例详解[M].北京：人民交通出版社,2008.
[67]张子彬.泊江海子冻结造孔施工工艺技术[J].《大众科技》,2004,(3)
[68]李冰强.鄂尔多斯高头窑矿区开发方案分析[J].内蒙古煤炭经济,2010,(4)
[2]崔广心等.深厚表土层中的冻结壁和井壁[M].徐州：中国矿业大学出版社,1998.
[3]徐学祖,王家澄,张立新.冻土物理学[M].科学出版社,2001,4.
[4]H.A.崔托维奇.冻土力学[M].科学出版社,1985.
[5]张荣立,何国伟等.《采矿工程设计手册》中册[M].北京：煤炭工业出版社,2000.1568-1709.
[6]姚直书,程桦等,西部地区深基岩冻结井筒井壁结构设计与优化[J].煤炭学报,2010,35(5)：760-764.
[7]王衍森,薛利兵等.特厚冲积层竖井井壁冻结压力的实测与分析[J].岩土工程学报,2009,31(2)：207-212.
[8]周杰,周国庆等.考虑竖向附加力和温度应力作用的双层井壁结构优化计算[J].西安建筑科技大学学报.2010,42(2)：283-287.
[9]汪仁和,亢延民等.深厚粘土地层冻结压力的实测分析[J].煤炭科学技术.2008,36(2)：30-38.
[10]姚直书,程桦等.深厚表土层冻结外层井壁受力状况的监测及分析[J].煤炭科学技术.2009,32(6)：49-52.
[11]李运来,汪仁和等.深厚表土中冻结法凿井井壁冻结压力特征分析[J].煤炭工程.2006,(10)：35-37.
[12]王衍森,张开顺等.深厚冲积层冻结井外壁钢筋应力的实测研究[J].中国矿业大学学报.2007,36(3)：287-291.
[13]姚直书,程桦等.特厚冲积层冻结井壁受力机理与设计优化.西安科技大学学报[J].2010,30(2)：169-173.
[14]蔡海兵,王晓健.厚粘土层冻结井壁力学特性的实测研究.煤炭工程[J].2009,(3)：54-56.
[15]经来旺,何杰兵等.深立井井壁结构设计中存在问题及解决对策[J].中国矿业.2007,16(6)：66-68.
[16]黄小飞.特厚表土层冻结井壁的受力机理及设计理论研究[D].淮南.安徽理工大学.2006年.
[17]王衍森,黄家会等.特厚冲积层中冻结井外壁温度实测研究[J].中国矿业大学学报.2006,35(4)：468-472.
[18]贾翱翔.冻结法凿井井壁结构的探讨[J].煤炭工程.2006,(2)：63-65.
[19]王衍森,杨志江等.凿井期冻结井外壁的力学模型及水平极限承载力研究.采矿与安全工程学报[J].2009,26(3)：359-362.
[20]邵红才,郁浩等.深厚表土层冻结井筒外壁高强混凝土配比研究.建井技术[J].2007,28(1)：24-26.
[21]陈湘生,濮家骝,罗小刚等.土壤冻胀离心模拟试验[J].岩土工程学报.1999(06),615-619.
[22]何平,程国栋,杨成松等.冻土融沉系数的评价方法[J].冰川冻土.2003(06),608～613.
[23]董瑞琨,许兆义.含水量变化对冻融指标影响试验研究[J].中国水土保持,2003(08),18-21.
[24]汪仁和.人工多圈管冻结地层的水热力耦合研究及其冻结壁计算[D].中国科技大学,2005.10.
[25]马乾坤.白垩系地层立井冻结壁与井壁共同作用分析[D].安徽理工大学,2010.6.
[26]姚兆明,昌建民.冻结压力AI—GM理论预测方法研究[J].安徽理工大学学报,2006,26(4)：37-40.
[27]杨俊杰.考虑地层抗力时的外层井壁内力计算[J].煤炭工程,2002,(2)：53-55.
[28]任彦龙、杨维好等.基于不同强度准则的井壁极限承载力研究[J]中国矿业大学学报,20011,40(4)：540-543.
[291刘金龙、陈陆望等.考虑温度应力影响的立井井壁强度设计方法[J].岩石力学与工程学报,20011,30(8)：1557-1563.
[30]刘希亮.《深厚表土不稳定地层中井壁受力研究》[M].北京：煤炭工业出版社,2004.
[31]杨俊杰.《深厚表土地层条件下的立井井壁结构》[M].北京：科学出版社,2010.
[32]Miller R D. Freezing and heaving of saturated and unsaturated soils [J]. Highway Research Record,1972,39(3):1-11.
[33]Harlan R. L. Analysis of couple heat-fluid transport in partially frozen soil [J].Wat. Resour.Res.1973.9(5):131-132.
[34]JM Kennard. Duquesne C.A model for water transport and ice lending in freezing soils. Water Resources Research.1993,62-68.
[35]Slwata.Driving force for water migration in frozen clayed soil. Soil Science and Plant Nutrition.1980,39-45.
[36]RL Harlan. Analysis of coupled heat fluid transport in partially frozen soil[J].Water Resource Research.1973,58-70.
[37]Fang Ketc. Mechanism of the attention of loess cement under freezing and thawing. Proceedings of the 6th International Conference on Permafrost, Vol 1. Guangzhou,South China University of technology Press,1993,28-37.
[38]Huang W X. Investigation on stability of saturated sand foundations and slopes against liquefaction. In:I SSFE eds. Paris:Proceedings of the Fifth International Conference of Soil Mechanics and Foundation Engineering,1961.2:629-631.
[39]Hardin B O, Drnevich V P. Shear modulus and damping in soils:measurement and parameter effects. Journal of the Soil Mechanics and Foundation Engineering Division,1972, 98(6):603-624.
[40]Martin G R. Effects of system compliance on liquefaction tests. Journal of Geotechnical Engineering Division,1978,104(4):463-480.
[41]Masing G. Eigen spann ungen and verfestigung beim mssing proceedings. Second International Congress of Applied Mechanics,1926:332-335.
[42]Prevost J H, Catherine M K. Shear stress strain curve generation from simple material parameters. J Geotechnical Eng ineering,1967,34(3):11-19.
[43]Pyke R. Nonlinear soil models for irregular cyclic loading. JGED,1979,105(6):715-726.
[44]Mroz Z, Zienkiewicz O C. Uniform formulation of constitutive equation for clay and sands. In:Desai C S, Gallagher R H, eds. Mechanics of Engineering Materials. London:John Wiley and Son,1984.78-95.
[45]AnderslandOB,LihamAlNouri.Time-depen-dent strength behaviour of frozen soil.JSoilMechfound,DivAmSocCivEng,1970,96(SM4):1249-1265.
[46]LadanyiBrank An engeineering theory creep of frozen soils.CanGeotechJ,1972, 9(1):63-80.
[47]ISGF.Classification and laboratory testing of arti-ficially frozen ground.ASCEJ of Cold Regions En-gineering,,1987, 1(1):22-47.
[48]Fremond M..Ground Freezing.Rotterdam:A ABalkema,1994.
[49]何平,程国栋,杨成松等.冻土融沉系数的评价方法[J].冰川冻土.2003(06),608～613.
[50]汪仁和.人工多圈管冻结地层的水热力耦合研究及其冻结壁计算[D].中国科技大学,2005.10.
[51]薛其加.张双楼煤矿新副井表土段井壁结构设计.能源技术与管理[J].2008,(4)：36-38
[52]赵志根.井壁破裂研究中应注意的几个问题.西部探矿工程[J].2004,(8)：125-126.
[53]王衍森,杨志江等.凿井期冻结井外壁的力学模型及水平极限承载力研究.采矿与安全工程学报[J].2009,26(3)：359-362.
[54]孙文若.深井冻结壁与外壁共同作用的理论分析和计算方法[J].建井技术,1983(2)：46-51.
[55]汪仁和,李栋伟,王秀喜.井筒开挖下非线性冻结壁的应力场和位移场计算[J].上海交通大学学报,2005,39(11)：1862-1865.
[56]杨小林.地下工程爆破[M].武汉理工大学出版社.2009.
[57]汪仁和,曹荣斌.双排管冻结下冻结壁温度场形成特征的数值分析[J].冰川冻土,2002,(02).
[58]汪仁和.粘土冻结壁的变形特性与计算[J].冰川冻土,1996,(01).
[59]徐士良.立井多排管冻结温度场的数学模型研究[J].安徽建筑工业学院学报(自然科学版),2004,(03).
[60]经来旺；李华龙；冻结法施工中温度变化对井壁强度的影响[J].煤炭学报,2000(1)
[61]陈文豹汤志斌潘集矿区冻结壁平均温度及冻结孔布置圈径的探讨[J].煤炭学报,1982(1)：46-52.
[62]汤志斌,陈文豹,李功洲.冻结壁温度场的实测研究及其在工程中的应用[A].地层冻结工程技术和应用——中国地层冻结工程40年论文集[C].1995.
[63]金川,汪仁和,王伟.张集矿北区地层冻结温度场的实测与分析[J].安徽理工大学学报,2004,(02).
[64]李栋伟,汪仁和.多圈管瞬态温度场现场实测与有限元数值分析[J].煤田地质与勘探.2007,35(01).
[65]刘莹.内蒙地区煤矿井塔基础大体积混凝土的温度应力研究[D].安徽理工大学,2010.6.
[66]岳戈,陈权等.ADTNA应用基础与实例详解[M].北京：人民交通出版社,2008.
[67]张子彬.泊江海子冻结造孔施工工艺技术[J].《大众科技》,2004,(3)
[68]李冰强.鄂尔多斯高头窑矿区开发方案分析[J].内蒙古煤炭经济,2010,(4)