裂隙岩体水力劈裂研究综述
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摘要
作为裂隙岩体渗流-应力耦合研究的一个子课题,岩体水力劈裂问题的研究尚处于初始阶段,许多基本的理论问题尚待深入研究。当今许多大型工程的建设已经在向地下发展,建设在地下的各种建筑结构离不开水压的作用。工程建设的需要正在推动岩体水力劈裂理论的研究。水力劈裂作为一种技术最初在石油工业用来增加油井产量,后来逐渐用于初始地应力测量等其他工程项目。随着水电工程建设、地下核废料储存、地热开发、井工矿产采掘等岩体工程越来越多的处于高水头、大埋深等恶劣水文地质条件下,水力劈裂作用正在受到越来越多工程岩体稳定性研究者的关注。通过对水力劈裂研究的现状作较为详细地综述,列举了当今研究的理论、方法和成果,以及目前水力劈裂研究的热点问题,并作了简单评述。最后,指出了目前需要重点研究的几个关键问题。
As a subtopic of stress and seepage coupling research of fractured rock mass, the hydraulic fracturing research was still in its infancy. The theory study was not being perfect. Nowadays, More and more rock engineering were expanded to underground. The underground structures were usually bearing on high hydro-pressure. The requirement of engineering construction was an impulse to drive the theory and technique research of hydraulic fracturing in rock mass. Hydraulic fracturing, as a technique, was used in petroleum industry to increase output of oil wells initially. In the sequel, it was introduced to stress measurement. Along with the construction of hydro-electricity projects, underground nuclear waste deposited, ground thermal energy exploitation, underground mining and so on, underground structures was faced on wicked hydro-geological conditions, such as high water pressure and deep burying. The effect of hydraulic fracture was being paid more and more intention by engineering rock stability researchers in recent years. A detailed review about rock hydraulic fracture research was done in this paper. Some theories, methods, results and hot points of recent studying were reviewed and being commanded briefly. Finally, some key problems were pointed out which need to be studied emphatically.
As a subtopic of stress and seepage coupling research of fractured rock mass, the hydraulic fracturing research was still in its infancy. The theory study was not being perfect. Nowadays, More and more rock engineering were expanded to underground. The underground structures were usually bearing on high hydro-pressure. The requirement of engineering construction was an impulse to drive the theory and technique research of hydraulic fracturing in rock mass. Hydraulic fracturing, as a technique, was used in petroleum industry to increase output of oil wells initially. In the sequel, it was introduced to stress measurement. Along with the construction of hydro-electricity projects, underground nuclear waste deposited, ground thermal energy exploitation, underground mining and so on, underground structures was faced on wicked hydro-geological conditions, such as high water pressure and deep burying. The effect of hydraulic fracture was being paid more and more intention by engineering rock stability researchers in recent years. A detailed review about rock hydraulic fracture research was done in this paper. Some theories, methods, results and hot points of recent studying were reviewed and being commanded briefly. Finally, some key problems were pointed out which need to be studied emphatically.
引文
[1]盛金昌,速宝玉.裂隙岩体渗流应力耦合研究综述[J].岩土力学,1998,19(6):92-98.
[2]王媛,徐志英,速宝玉.裂隙岩体渗流计算模型综述[J].水科学进展,1995,(4):276-282.
[3]盛金昌.三维裂隙岩体渗流应力耦合数值分析及工程应用[博士学位论文D].南京:河海大学,2000.
[4]仵彦卿,张倬元.岩体水力学[M].成都:西南交通大学出版社,1995.
[5]陈平,张有天.裂隙岩体渗流与应力耦合分析[J].岩石力学与工程学报,1994,13(4):299-308.
[6]王媛,徐志英.复杂裂隙岩体渗流与应力弹塑性全耦合分析[J].岩石力学与工程学报,2000(3):177-181.
[7]赵阳升.煤体-瓦斯耦合数学模型及数值解法[J].岩石力学与工程学报,1994,13(3):229-239.
[8]陶振宇,窦铁生.关于岩体水力学模型[J].力学进展,1994,24(3):409-417.
[9]李宏,徐增和,王泳嘉.弹性流体一维耦合渗流的计算机代数解[J].东北大学学报(自然科学版),1998,19(2):111-115.
[10]耿克勤,吴永平.拱坝和坝肩岩体的力学和渗流的耦合分析实例[J].岩石力学与工程学报,1997,16(2):125-131.
[11]耿克勤,刘光延,陈兴华.节理岩体的渗透系数与应变、应力的关系[J].清华大学学报,1996,(1):107-112.
[12]孙雄,洪汉净.构造应力场对油气运移的影响[J].石油勘探与开发·地质勘探,1998,25(1):1-3.
[13]速宝玉,詹美礼,王媛.裂隙渗流与应力耦合特性的试验研究[J].岩土工程学报,1997,19(4):73-77.
[14]SchmittD R,ZobackM D.Poroelastic effects in the determination of the maximum horizontal principal stress in hydraulic fracturing testsA proposed breakdown equation employing a modified effective stress relation for tensile failure[J].InternationalJournal ofRockMechanics andMiningSciences&Geomechanics Abstracts,1989,26(6):499-506.
[15]GuoF,MorgensternN R,ScottJ D.Interpretation of hydraulic fracturing breakdown pressure[J].InternationalJournal ofRockMechanics andMiningSciences&GeomechanicsAbstracts,1993,30(6):617-626.
[16]邓金根,王金凤,闫建华.弱固结砂岩气藏水力压裂裂缝延伸规律研究[J].岩土力学,2002,23(1):72-74.
[17]黄润秋,王贤能,陈龙珠.深埋隧洞涌水过程的水力劈裂作用分析[J].岩石力学与工程学报,2000,(9):573-576.
[18]朱珍德,胡定.裂隙水压力对岩体强度的影响[J].岩土力学,2000,21(1):64-67.
[19]VolkoP,EconomidesM J.Propagation of hydraulically induced fracturesA continuum damage mechanics approach[J].InternationalJournal ofRockMechanics andMinScience&GeomechanicsAbstracts,1994,31(4):21-229.
[20]侯明勋,葛修润,王水林.水力压裂法地应力测量中的几个问题[J].岩土力学,2003,24(5):423430.
[21]陈卫忠,朱维申,罗超文.万家寨引黄工程总干一、二级泵站水力劈裂试验研究[J].岩土力学,2001,22(1):26—8.
[22]李宏,张伯崇.水压致裂试验过程中诱发的声发射[J].岩土力学,2003,24(Supp):619-622.
[23]GidleyJ L,HolditchS A,NierodeD E, et al.Recent advances in hydraulic fracture[J].SocietyPetroleumEngineeringMonograph,1989,452-456.
[24]VeatchR W.Overview of current hydraulic fracture design and treatment technology—Part1[J].Journal ofPetroleumTechnology,1983,677-687.
[25]VeatchR W.Overview of current hydraulic fracture design and treatment technology—Part2[J].Journal ofPetroleumTechnology,853-863.
[26]MurdochL C,SlackW W.Forms of hydraulic fractures in shallow fine-grained formations[J].Journal ofGeotechnii andGeoenvironmentEngineering,1991,128(6):479-487.
[27]王建军.应用水压致裂法测量三维地应力的几个问题[J].岩石力学与工程学报,2000,19(2):229-233.
[28]陈群策,安美建,李方全.水压致裂法三维地应力测量的理论探讨[J].地质力学学报,1998,4(1):37-43.
[29]刘允芳.水压致裂法三维地应力测量[J].岩石力学与工程学报,1991,10(3):246-256.
[30]刘允芳,罗超文,景锋.水压致裂法三维地应力测量及其修正和工程应用[J].岩土工程学报,1999,21(4):465-470.
[31]刘允芳,钟作武,汪洁.水压致裂法三维地应力测量成果计算与分析的探讨[J].岩石力学与工程学报,2002,21(6):833-838.
[32]郭启良,安其美,赵仕广.水压致裂应力测量在广州抽水蓄能电站设计中的应用研究[J].岩石力学与工程学报,2002,21(6):828-832.
[33]ItoT,EvansK,KawaiK,Hayashi.Hydraulic fracture reopening pressure and the estimation of maximum horizontal stress[J].InternationalJournalRockMechanicsMiningScience,1999,36:811-826.
[34]KleeG,RummelF,WilliamsA.Hydraulic fracturing stress measurement inHongKong[J].InternationalJournalRockMechanicsMiningScience,1999,36:731-741
[35]李自强.水压致裂法地下绝对应力测量.中国诱发地震[M].北京:地震出版社.1984.
[36]Morgenstern,Vaughn,MorgensternN R,VaughanP R,Some observations on allowable grouting pressures[A].Proceed
[2]王媛,徐志英,速宝玉.裂隙岩体渗流计算模型综述[J].水科学进展,1995,(4):276-282.
[3]盛金昌.三维裂隙岩体渗流应力耦合数值分析及工程应用[博士学位论文D].南京:河海大学,2000.
[4]仵彦卿,张倬元.岩体水力学[M].成都:西南交通大学出版社,1995.
[5]陈平,张有天.裂隙岩体渗流与应力耦合分析[J].岩石力学与工程学报,1994,13(4):299-308.
[6]王媛,徐志英.复杂裂隙岩体渗流与应力弹塑性全耦合分析[J].岩石力学与工程学报,2000(3):177-181.
[7]赵阳升.煤体-瓦斯耦合数学模型及数值解法[J].岩石力学与工程学报,1994,13(3):229-239.
[8]陶振宇,窦铁生.关于岩体水力学模型[J].力学进展,1994,24(3):409-417.
[9]李宏,徐增和,王泳嘉.弹性流体一维耦合渗流的计算机代数解[J].东北大学学报(自然科学版),1998,19(2):111-115.
[10]耿克勤,吴永平.拱坝和坝肩岩体的力学和渗流的耦合分析实例[J].岩石力学与工程学报,1997,16(2):125-131.
[11]耿克勤,刘光延,陈兴华.节理岩体的渗透系数与应变、应力的关系[J].清华大学学报,1996,(1):107-112.
[12]孙雄,洪汉净.构造应力场对油气运移的影响[J].石油勘探与开发·地质勘探,1998,25(1):1-3.
[13]速宝玉,詹美礼,王媛.裂隙渗流与应力耦合特性的试验研究[J].岩土工程学报,1997,19(4):73-77.
[14]SchmittD R,ZobackM D.Poroelastic effects in the determination of the maximum horizontal principal stress in hydraulic fracturing testsA proposed breakdown equation employing a modified effective stress relation for tensile failure[J].InternationalJournal ofRockMechanics andMiningSciences&Geomechanics Abstracts,1989,26(6):499-506.
[15]GuoF,MorgensternN R,ScottJ D.Interpretation of hydraulic fracturing breakdown pressure[J].InternationalJournal ofRockMechanics andMiningSciences&GeomechanicsAbstracts,1993,30(6):617-626.
[16]邓金根,王金凤,闫建华.弱固结砂岩气藏水力压裂裂缝延伸规律研究[J].岩土力学,2002,23(1):72-74.
[17]黄润秋,王贤能,陈龙珠.深埋隧洞涌水过程的水力劈裂作用分析[J].岩石力学与工程学报,2000,(9):573-576.
[18]朱珍德,胡定.裂隙水压力对岩体强度的影响[J].岩土力学,2000,21(1):64-67.
[19]VolkoP,EconomidesM J.Propagation of hydraulically induced fracturesA continuum damage mechanics approach[J].InternationalJournal ofRockMechanics andMinScience&GeomechanicsAbstracts,1994,31(4):21-229.
[20]侯明勋,葛修润,王水林.水力压裂法地应力测量中的几个问题[J].岩土力学,2003,24(5):423430.
[21]陈卫忠,朱维申,罗超文.万家寨引黄工程总干一、二级泵站水力劈裂试验研究[J].岩土力学,2001,22(1):26—8.
[22]李宏,张伯崇.水压致裂试验过程中诱发的声发射[J].岩土力学,2003,24(Supp):619-622.
[23]GidleyJ L,HolditchS A,NierodeD E, et al.Recent advances in hydraulic fracture[J].SocietyPetroleumEngineeringMonograph,1989,452-456.
[24]VeatchR W.Overview of current hydraulic fracture design and treatment technology—Part1[J].Journal ofPetroleumTechnology,1983,677-687.
[25]VeatchR W.Overview of current hydraulic fracture design and treatment technology—Part2[J].Journal ofPetroleumTechnology,853-863.
[26]MurdochL C,SlackW W.Forms of hydraulic fractures in shallow fine-grained formations[J].Journal ofGeotechnii andGeoenvironmentEngineering,1991,128(6):479-487.
[27]王建军.应用水压致裂法测量三维地应力的几个问题[J].岩石力学与工程学报,2000,19(2):229-233.
[28]陈群策,安美建,李方全.水压致裂法三维地应力测量的理论探讨[J].地质力学学报,1998,4(1):37-43.
[29]刘允芳.水压致裂法三维地应力测量[J].岩石力学与工程学报,1991,10(3):246-256.
[30]刘允芳,罗超文,景锋.水压致裂法三维地应力测量及其修正和工程应用[J].岩土工程学报,1999,21(4):465-470.
[31]刘允芳,钟作武,汪洁.水压致裂法三维地应力测量成果计算与分析的探讨[J].岩石力学与工程学报,2002,21(6):833-838.
[32]郭启良,安其美,赵仕广.水压致裂应力测量在广州抽水蓄能电站设计中的应用研究[J].岩石力学与工程学报,2002,21(6):828-832.
[33]ItoT,EvansK,KawaiK,Hayashi.Hydraulic fracture reopening pressure and the estimation of maximum horizontal stress[J].InternationalJournalRockMechanicsMiningScience,1999,36:811-826.
[34]KleeG,RummelF,WilliamsA.Hydraulic fracturing stress measurement inHongKong[J].InternationalJournalRockMechanicsMiningScience,1999,36:731-741
[35]李自强.水压致裂法地下绝对应力测量.中国诱发地震[M].北京:地震出版社.1984.
[36]Morgenstern,Vaughn,MorgensternN R,VaughanP R,Some observations on allowable grouting pressures[A].Proceed
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