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页数:104页
时间:2018-11-27
《BS 08002-2015 Code of practice for earth retaining structures》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、BS8002:2015BSIStandardsPublicationCodeofpracticeforearthretainingstructuresBS8002:2015BRITISHSTANDARDPublishingandcopyrightinformationTheBSIcopyrightnoticedisplayedinthisdocumentindicateswhenthedocumentwaslastissued.©TheBritishStandardsInstitution2015PublishedbyBSIStandardsLimited2015I
2、SBN9780580866784ICS93.020ThefollowingBSIreferencesrelatetotheworkonthisdocument:CommitteereferenceB/526Draftforcomment15/30301518DCPublicationhistoryFirstpublishedApril1994Second(present)edition,June2015AmendmentsissuedsincepublicationDateTextaffectedBRITISHSTANDARDBS8002:2015ContentsF
3、orewordiii1Scope12Normativereferences13Termsanddefinitions64Generalrules75Gravityretainingwalls436Semi-gravityretainingwalls617Embeddedretainingwalls698Cofferdams,basements,andstruttedexcavations82AnnexesAnnexA(normative)Deadmananchors86AnnexB(informative)Specificformations89Bibliograp
4、hy92ListoffiguresFigure1Suggestedvaluesforcharacteristicweightdensityofsoilsabovethegroundwatertable15Figure2Suggestedvaluesforcharacteristicweightdensityofsoilsbelowthegroundwatertable16Figure3Stiffnessparametersfornon-linearsoil22Figure4Maximumeffectivehorizontalearthpressurefromcomp
5、actiontheory36Figure5Examplesofmassconcreteretainingwalls45Figure6Examplesofunreinforcedmasonryretainingwalls46Figure7Examplesofgabionretainingwalls48Figure8Examplesofcribwalls50Figure9Typicaldrainagesystemsbehindgravityretainingwalls51Figure10Masonrycladmassconcretewallwithcavity58Fig
6、ure11Examplesofreinforcedconcreteretainingwalls62Figure12Examplesofreinforcedandprestressedmasonryretainingwalls64Figure13Post-tensionedmasonrydiaphragmwallconstruction65Figure14Examplesofembeddedretainingwalls70Figure15Laggingbetweenadjacentsoldier/kingpiles72Figure16Soliderpilescompr
7、isingapairofsteelsectionswithendplates73Figure17Outlineofthesuccessivestagemethodofanalysis76FigureA.1Typesofdeadmananchor87FigureA.2Non-interferenceofzonesforanchoreddeadmanwall88ListoftablesTable1Valuesofφ,φandφtoobtainvaluesofφandφforangPSDdilpk,kcv,ksiliceoussandsandgravelswithfi
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