液化土中桩基抗震设计现状
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摘要
归纳总结了国内外液化土中桩基抗震设计的现状 ,并提出了各种简化设计方法存在的问题 .指出了研究液化土中桩基动力响应问题的重要性和必要性 ,并阐述了应采用的研究路线 .
The recent design situation of seismic resistance of pile foundation in liquefying soil at home and abroad is widely generalized,the existing problems of a variety of simple design methods are put forward.It lays emphasis on the importance and necessity of studying dynamic response of pile foundation in liquefying soil and points out the research route that should be taken on.
The recent design situation of seismic resistance of pile foundation in liquefying soil at home and abroad is widely generalized,the existing problems of a variety of simple design methods are put forward.It lays emphasis on the importance and necessity of studying dynamic response of pile foundation in liquefying soil and points out the research route that should be taken on.
引文
[1]JGJ4-80,工业与民用建筑灌注桩设计与施工规程 [S].
[2]刘惠珊,乔太平.可液化土中桩基设计计算方法的探 讨[J].工业建筑,1983,(4):19-24.
[3]吉见吉召.基础桩的调查·设计与施工[M].东京:日 本土力学与基础工程学会,1981.
[4]横山幸满.桩结构物的计算方法和计算实例[M].唐 业清译.北京:中国铁道出版社,1984.
[5]日本公路桥规范与说明:抗震设计篇[M].东京:日本 公路桥梁协会,1981.
[6]矢作枢,和田克哉.桩的抗震设计[M].万世昌译.北 京:人民交通出版社,1990.102-118.
[7]刘惠珊.现行抗震规范中液化土中桩基计算方法的 讨论[J].工业建筑,1994,(4):43-48.
[8]刘惠珊.桩基震害及原因分析[J].工程抗震,1999,(1):37-43.
[9]宫本裕司,酒向浴司,多村英司,等.非线性液状化 地盘にめけ杭基础地震应答性状に关すゐ研究[A]. 日本建筑学会构造系论文集:第461号[C].东京: 日本建筑出版社,1995.
[10]古和田明,松村孝夫,山田淳.大型机械基础にめけ ゐ抗の被害状况上とその对应[J].基础エ,1996,(11):15-20.
[11]AmericanPetroleumInst..Recommended practice for planning,designing,and constructing fixed offshore platforms-working stress design[R].RP 2A-WSD,20 thEdition,1993.
[12]CoxWR,ReeseLC,GrubbsBR.Field testing of laterally loaded piles in sand[R].Proc.OTC2079, 1974.
[13]MatlockH,ReeseL.Generalized solutions for lat- erally loaded piles[J].J.SoilMechanics andFoun- dationDiv.,ASCE,1960,86(5):63-91.
[14]中国般舶检验局.海上固定平台入级与建造规范 [M].北京:人民交通出版社,1995.
[15]LiuL,DobryR.Effectof liquefaction on lateral re-sponse of piles by centrifuge model tests[J].Natio-nalCenter forEarthquakeEngineeringResearch (NCEER)Bulletin,2000,9(1):7-11.
[16]TokidaK,MatsumotoH,IwasakiH.Experimental study of drag acting of piles in ground flowing by liquefaction[A].Proceedings of the fourthJapan- U.S.workshop on earthquake resistant design of lifeline facilities and countermeasures for soil lique-faction[C].NewYork:NationalCenter forEarthq-uakeEngineeringResearch,1992.
[17]AbdounT,DobryR,O'Rourke.Centrifuge and nu-muerical modeling of soil-pile interaction during ea-rthquake induced soil liquefaction and lateral sprea-ding[J].GeotechnicalSpecialPublicationASCE,1997,(64):76-90.
[18]WilsonD W.Siol-pile-superstructure interaction inliquefying sand and soft clay[D].Davis:U niversity ofCalifornia,1998.
[19]AkihiroTakahashi.Soil-pile interaction in liquefac-tion-inducedlateralspreading ofsoils[D].Tokyo:TokyoInstitute ofTechnology,2002.
[2]刘惠珊,乔太平.可液化土中桩基设计计算方法的探 讨[J].工业建筑,1983,(4):19-24.
[3]吉见吉召.基础桩的调查·设计与施工[M].东京:日 本土力学与基础工程学会,1981.
[4]横山幸满.桩结构物的计算方法和计算实例[M].唐 业清译.北京:中国铁道出版社,1984.
[5]日本公路桥规范与说明:抗震设计篇[M].东京:日本 公路桥梁协会,1981.
[6]矢作枢,和田克哉.桩的抗震设计[M].万世昌译.北 京:人民交通出版社,1990.102-118.
[7]刘惠珊.现行抗震规范中液化土中桩基计算方法的 讨论[J].工业建筑,1994,(4):43-48.
[8]刘惠珊.桩基震害及原因分析[J].工程抗震,1999,(1):37-43.
[9]宫本裕司,酒向浴司,多村英司,等.非线性液状化 地盘にめけ杭基础地震应答性状に关すゐ研究[A]. 日本建筑学会构造系论文集:第461号[C].东京: 日本建筑出版社,1995.
[10]古和田明,松村孝夫,山田淳.大型机械基础にめけ ゐ抗の被害状况上とその对应[J].基础エ,1996,(11):15-20.
[11]AmericanPetroleumInst..Recommended practice for planning,designing,and constructing fixed offshore platforms-working stress design[R].RP 2A-WSD,20 thEdition,1993.
[12]CoxWR,ReeseLC,GrubbsBR.Field testing of laterally loaded piles in sand[R].Proc.OTC2079, 1974.
[13]MatlockH,ReeseL.Generalized solutions for lat- erally loaded piles[J].J.SoilMechanics andFoun- dationDiv.,ASCE,1960,86(5):63-91.
[14]中国般舶检验局.海上固定平台入级与建造规范 [M].北京:人民交通出版社,1995.
[15]LiuL,DobryR.Effectof liquefaction on lateral re-sponse of piles by centrifuge model tests[J].Natio-nalCenter forEarthquakeEngineeringResearch (NCEER)Bulletin,2000,9(1):7-11.
[16]TokidaK,MatsumotoH,IwasakiH.Experimental study of drag acting of piles in ground flowing by liquefaction[A].Proceedings of the fourthJapan- U.S.workshop on earthquake resistant design of lifeline facilities and countermeasures for soil lique-faction[C].NewYork:NationalCenter forEarthq-uakeEngineeringResearch,1992.
[17]AbdounT,DobryR,O'Rourke.Centrifuge and nu-muerical modeling of soil-pile interaction during ea-rthquake induced soil liquefaction and lateral sprea-ding[J].GeotechnicalSpecialPublicationASCE,1997,(64):76-90.
[18]WilsonD W.Siol-pile-superstructure interaction inliquefying sand and soft clay[D].Davis:U niversity ofCalifornia,1998.
[19]AkihiroTakahashi.Soil-pile interaction in liquefac-tion-inducedlateralspreading ofsoils[D].Tokyo:TokyoInstitute ofTechnology,2002.
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