Linear and non linear numerical analysis of foundations

Linear and non linear numerical analysis of foundations

ID:39715560

大小:6.49 MB

页数:465页

时间:2019-07-09

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1、LinearandNon-linearNumericalAnalysisofFoundationsLinearandNon-linearNumericalAnalysisofFoundationsEditedbyJohnW.Bull9780415420501_1_pre.qxd12/01/200902:40PMPageivFirstpublished2009byTaylor&Francis2ParkSquare,MiltonPark,Abingdon,OxonOX144RNSimultaneouslypublishedintheUSAandCanadabyTaylor&Francis270Ma

2、disonAvenue,NewYork,NY10016,USATaylor&FrancisisanimprintoftheTaylor&FrancisGroup,aninformabusinessThiseditionpublishedintheTaylor&Francise-Library,2009.“TopurchaseyourowncopyofthisoranyofTaylor&FrancisorRoutledge’scollectionofthousandsofeBookspleasegotowww.eBookstore.tandf.co.uk.”©2009Editorialmater

3、ial,Taylor&Francis;individualchapters,thecontributorsAllrightsreserved.Nopartofthisbookmaybereprintedorreproducedorutilizedinanyformorbyanyelectronic,mechanical,orothermeans,nowknownorhereafterinvented,includingphotocopyingandrecording,orinanyinformationstorageorretrievalsystem,withoutpermissioninwr

4、itingfromthepublishers.Thepublishermakesnorepresentation,expressorimplied,withregardtotheaccuracyoftheinformationcontainedinthisbookandcannotacceptanylegalresponsibilityorliabilityforanyerrorsoromissionsthatmaybemade.BritishLibraryCataloguinginPublicationDataAcataloguerecordforthisbookisavailablefro

5、mtheBritishLibraryLibraryofCongressCataloginginPublicationDataBull,JohnW.Linearandnonlinearnumericalanalysisoffoundations/JohnW.Bull.—1sted.p.cm.Includesbibliographicalreferencesandindex.1.Foundations—Mathematicalmodels.2.Numericalanalysis.I.Title.II.Title:Linearandnonlinearnumericalanalysisoffounda

6、tions.TA775.B852009624.1′5015118—dc222008024484ISBN0-203-88777-8Mastere-bookISBNISBN10:0-415-42050-4(hbk)ISBN10:0-203-88777-8(ebk)ISBN13:978-0-415-42050-1(hbk)ISBN13:978-0-203-88777-6(ebk)ContentsListofcontributorsviiPrefaceix1Usingprobabilisticmethodstomeasuretheriskofgeotechnicalsiteinvestigations

7、1J.S.GOLDSWORTHYANDM.B.JAKSA2Thecontributionofnumericalanalysistotheresponsepredictionofpilefoundations37EMILIOSM.COMODROMOS3Upliftcapacityofinclinedplategroundanchorsinsoil85RICHARDS.MERIFIELD4Numeri

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