岩土锚固理论研究之现状
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摘要
通过详细介绍地锚荷载传递机理以及岩土锚固作用机理的研究,论述了岩土锚固理论研究的现状,并指出了研究中存在的问题及研究发展方向。
Through introducing researches about mechanism of ground anchorage transferring load and reinforcement effect in detail, the research status quo of anchorage theory of rock and soil is discussed emphatically. Finally, the existing questions, and developing direction in study are pointed out too.
Through introducing researches about mechanism of ground anchorage transferring load and reinforcement effect in detail, the research status quo of anchorage theory of rock and soil is discussed emphatically. Finally, the existing questions, and developing direction in study are pointed out too.
引文
[1]彭振斌.锚固工程设计计算与施工[M].武汉:中国地质大学出版社,1997.
[2]程良奎.岩土锚固的现状与发展[J].土木工程学报,2001,34(3):7-16.
[3]孙钧.中国岩土工程锚固技术的应用与发展[A].熊厚金主编.国际岩土锚固与灌浆新进展[C].北京:中国建筑工业出版社,1996.27-32.
[4]程良奎.我国岩土锚固技术的现状与发展[A].岩土工程中的锚固技术[C],北京:地震出版社,1992.
[5]LutzL.Gergeley p.Mechanics of band and slip of deformed bars in concrete[J],Journal ofAmericanConcreteInstitute.1967,64(11):711-721.
[6]Hansor,N.W.Influence of surface roughness of prestressing strand on band performance[J],Journal ofPrestressedConcreteInstitute.1969,14(1):32-45.
[7]Goto,Y.,Cracks formed in concrete around deformed tension bars[J],Journal ofAmericanConcreteInstitute,1971,68(4):244-251.
[8]Fuller,P G.,CoxR H T.Mechanics load transfer from steel tendons of cement based grouted[A],FifthAustralasianConference on theMechanics of structures andMaterials[C].,Melbourne:Published byAustralasianInstitute ofMining andMetallurgy,1995.
[9][英]T H.汉纳著.胡定等译.锚固技术在岩土工程中的应用[M].北京:中国建筑工业出版社,1986.
[10]StillborgB.Experimental investigation of steel cables for rock reinforcement in hard rock[Doctoral thesisD].Sweden:LuleaUniversity ofTechnology,1984.
[11]Nakakyama,M.Beaudoin,B.B.A novel technique determining bond strength developed between cement paste and steel[J].Cement andConcreteResearch.1987,22(3):478-488.
[12]Goris,J.M. andConway,J.P.Grouted flexible tendons and scalingInvestigations[A].Proceeding of the13thWorldMiningCongress[C].Sweden:Published byRotterdam,Balkena,1987.
[13]HyettA J,BawdenW F andReichertR D.The effect of rock mass confinement on the bond strength of fully grouted cable bolts[J].Int.J,RockMech.Min.Sic. andGenomic.Abstr.1992,29(5):503-524.
[14]JarredD J,HaberfieldC M.Tendon/ grout interface performance in grouted anchors[A].Proc.GroundAnchorages andAnchoredStructures[C].London:ThomasTelford,1997.
[15]程良奎,胡建林.土层锚杆的几个力学问题[A].中国岩土锚固工程协会主编.岩土工程中的锚固技术[C].北京:人民交通出版社,1996.
[16]唐湘民.岩体锚固效应模型试验研究及解析计算[硕士学位论文D].武汉:国科学院武汉岩土力学研究所,1987.
[17]邹志晖,汪志林.锚杆在不同岩体中的工作机理[J].岩土工程学报,1993,16(5):71-78.
[18]葛修润,刘建武.加锚节理面抗剪性能研究[J].岩土工程学报1988,10(1):8-19.
[19]孙建生,涌井哲夫,樱井春辅.一个新的节理岩体力学分析模型及其应用[J]..岩石力学与工程学报,1994,13(3):193-204
[20]朱维申,白世伟等.预应力锚索加固机理研究[R].“八五”国家科技攻关,中国科学院武汉岩土力学研究所,1995.
[21]张玉军.锚固岩体流变特性的模型试验及理论研究[博士学位论文[D].上海:同济大学,1992.
[22]李术才.加锚断续节理岩体断裂损伤模型及其应用[博士学位论文D].中国科学院武汉岩土力学研究所,1996.
[23]杨延毅,王慎跃.加锚节理岩体的损伤增韧止裂模型研究[J].岩土工程学报,1995,17(1):9-16.
[2]程良奎.岩土锚固的现状与发展[J].土木工程学报,2001,34(3):7-16.
[3]孙钧.中国岩土工程锚固技术的应用与发展[A].熊厚金主编.国际岩土锚固与灌浆新进展[C].北京:中国建筑工业出版社,1996.27-32.
[4]程良奎.我国岩土锚固技术的现状与发展[A].岩土工程中的锚固技术[C],北京:地震出版社,1992.
[5]LutzL.Gergeley p.Mechanics of band and slip of deformed bars in concrete[J],Journal ofAmericanConcreteInstitute.1967,64(11):711-721.
[6]Hansor,N.W.Influence of surface roughness of prestressing strand on band performance[J],Journal ofPrestressedConcreteInstitute.1969,14(1):32-45.
[7]Goto,Y.,Cracks formed in concrete around deformed tension bars[J],Journal ofAmericanConcreteInstitute,1971,68(4):244-251.
[8]Fuller,P G.,CoxR H T.Mechanics load transfer from steel tendons of cement based grouted[A],FifthAustralasianConference on theMechanics of structures andMaterials[C].,Melbourne:Published byAustralasianInstitute ofMining andMetallurgy,1995.
[9][英]T H.汉纳著.胡定等译.锚固技术在岩土工程中的应用[M].北京:中国建筑工业出版社,1986.
[10]StillborgB.Experimental investigation of steel cables for rock reinforcement in hard rock[Doctoral thesisD].Sweden:LuleaUniversity ofTechnology,1984.
[11]Nakakyama,M.Beaudoin,B.B.A novel technique determining bond strength developed between cement paste and steel[J].Cement andConcreteResearch.1987,22(3):478-488.
[12]Goris,J.M. andConway,J.P.Grouted flexible tendons and scalingInvestigations[A].Proceeding of the13thWorldMiningCongress[C].Sweden:Published byRotterdam,Balkena,1987.
[13]HyettA J,BawdenW F andReichertR D.The effect of rock mass confinement on the bond strength of fully grouted cable bolts[J].Int.J,RockMech.Min.Sic. andGenomic.Abstr.1992,29(5):503-524.
[14]JarredD J,HaberfieldC M.Tendon/ grout interface performance in grouted anchors[A].Proc.GroundAnchorages andAnchoredStructures[C].London:ThomasTelford,1997.
[15]程良奎,胡建林.土层锚杆的几个力学问题[A].中国岩土锚固工程协会主编.岩土工程中的锚固技术[C].北京:人民交通出版社,1996.
[16]唐湘民.岩体锚固效应模型试验研究及解析计算[硕士学位论文D].武汉:国科学院武汉岩土力学研究所,1987.
[17]邹志晖,汪志林.锚杆在不同岩体中的工作机理[J].岩土工程学报,1993,16(5):71-78.
[18]葛修润,刘建武.加锚节理面抗剪性能研究[J].岩土工程学报1988,10(1):8-19.
[19]孙建生,涌井哲夫,樱井春辅.一个新的节理岩体力学分析模型及其应用[J]..岩石力学与工程学报,1994,13(3):193-204
[20]朱维申,白世伟等.预应力锚索加固机理研究[R].“八五”国家科技攻关,中国科学院武汉岩土力学研究所,1995.
[21]张玉军.锚固岩体流变特性的模型试验及理论研究[博士学位论文[D].上海:同济大学,1992.
[22]李术才.加锚断续节理岩体断裂损伤模型及其应用[博士学位论文D].中国科学院武汉岩土力学研究所,1996.
[23]杨延毅,王慎跃.加锚节理岩体的损伤增韧止裂模型研究[J].岩土工程学报,1995,17(1):9-16.
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