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本科毕业设计论文英语翻译译文题目FOUNDATIONS基础姓名专业勘查技术与工程班级学号指导老师指导教师职称教授2013年5月20日FOUNDATIONSSTRUCTURESOROTHERCONSTRUCTEDWORKSARESUPPORTEDONTHEEARTHBYFOUNDATIONSTHEWORD“FOUNDATION”MAYMEANTHEEARTHITSELF,SOMETHINGPLACEDINORONTHEEARTHTOPROVIDESUPPORT,ORACOMBINATIONOFTHEEARTHANDTHEELEMENTSPLACEDONITTHEFOUNDATIONFORAMULTISTORYOFFICEBUILDINGCOULDBEACOMBINATIONOFCONCRETEFOOTINGSANDTHESOILORROCKONWHICHTHEFOOTINGSARESUPPORTEDTHEFOUNDATIONFORANEARTHFILLDAMWOULDBETHENATURALSOILORROCKONWHICHTHEDAMISPLACEDCONCRETEFOOTINGSORPILESANDPILECAPSAREOFTENREFERREDTOASFOUNDATIONSWITHOUTINCLUDINGTHESOILORROCKONWHICHORINWHICHTHEYAREPLACEDTHEINSTALLEDELEMENTSANDTHENATURALSOILORROCKOFTHEEARTHFORMAFOUNDATIONSYSTEMTHESOILANDROCKPROVIDETHEULTIMATESUPPORTOFTHESYSTEMFOUNDATIONSTHATAREINSTALLEDMAYBEEITHERSOILBEARINGORROCKBEARINGTHEREACTIONSOFTHESOILORROCKTOTHEIMPOSEDLOADSGENERALLYDETERMINEDHOWWELLTHEFOUNDATIONSYSTEMFOUNDATIONINDESIGNINGTHEINSTALLEDPORTIONS,THEDESIGNERMUSTDETERMINETHESAFEPRESSUREWHICHCANBEUSEDONTHESOILORROCKANDTHEAMOUNTOFTOTALSETTLEMENTANDDIFFERENTIALSETTLEMENTWHICHTHESTRUCTURECANWITHSTANDTHEINSTALLEDPARTSOFTHEFOUNDATIONSYSTEMMAYBEFOOTINGS,MATFOUNDATIONS,SLABFOUNDATIONS,ANDCAISSONSORPILES,ALLOFWHICHAREUSEDTOTRANSFERLOADFROMASUPERSTRUCTUREINTOTHEEARTHTHESEPARTS,WHICHTRANSMITLOADFROMTHESUPERSTRUCTURETOTHEEARTH,ARECALLEDTHESUBSTRUCTUREFOOTINGSFOOTINGSORSPREADFOUNDATIONSAREUSEDTOSPREADTHELOADSFROMCOLUMNSORWALLSTOTHEUNDERLYINGSOILORROCKNORMALLYFOOTINGSARECONSTRUCTEDOFREINFORCEDCONCRETEHOWEVER,UNDERSOMECIRCUMSTANCESTHEYMAYBECONSTRUCTEDOFPLAINCONCRETEORMASONARY,WHENEACHFOOTINGSUPPORTSONLYONECOLUMN,ITISSQUAREFOOTINGSSUPPORTINGTWOCOLUMNSARECALLEDCOMBINEDFOOTINGSANDMAYBEEITHERRECTANGULARORTRAPEZOIDALCANTILEVERFOOTINGSAREUSEDTOCARRYLOADSFROMTWOCOLUMNS,WITHONECOLUMNANDONEENDOFTHEFOOTINGPLACEDAGAINSTABUILDINGLINEOREXTERIORWALLFOOTINGSSUPPORTINGWALLARECONTINUOUSFOOTINGSTHESIZESOFFOOTINGSAREDETERMINEDBYDIVIDINGTHELOADSTOBEIMPOSEDATTHEBASEOFTHEFOOTINGSBYTHEALLOWABLEBEARINGPRESSUREWHICHCANBEIMPOSEDONTHESOILORROCKOFTHEEARTHMOSTBUILDINGCODESANDTEXTBOOKSONFOUNDATIONSCONTAINTABLESLISTINGALLOWABLEBEARINGPRESSURESFORVARIOUSTYPESOFSOILANDROCKHOWEVER,THERETABLESGIVEONLYGENERALCLASSIFICATIONSANDDESCRIPTIONSOFTHESOILORROCKANDMUSTBEUSEDWITHCAUTIONMORESPECIFICINFORMATIONABOUTTHESOILORROCKISNORMALLYOBTAINEDBYDRILLINGTESTBORINGS,EXTRACTINGSOILORROCKSAMPLES,PERFORMINGLABORATORYTESTSONTHESAMPLES,ANDMAKINGENGINEERINGANALYSISTODETERMINESUITABLEBEARINGPRESSURESINADDITIONTOBEARINGPRESSURE,CONSIDERATIONMUSTBEGIVENTOTHEAMOUNTOFSETTLEMENTWHICHMAYOCCURANDTHECAPABILITYOFTHESTRUCTURETOWITHSTANDSUCHSETTLEMENTIFSETTLEMENTISAPROBLEMITMAYBENECESSARYTOUSEANALTERNATEFOUNDATIONTYPERATHERTHANFOOTINGSORTOENLARGETHEFOOTINGSANDDECREASETHEBEARINGPRESSUREGRADEBEAMSMAYBEUSEDBETWEENEXTERIORCOLUMNFOOTINGSTOSUPPORTWALLS,WITHTHEBEAMSTRANSFERRINGTHEWEIGHTOFTHEWALLSTOTHECOLUMNFOOTINGSBEAMSAREALSOUSEDBETWEENINTERIORCOLUMNFOOTINGSTOACTASBRACESORTOSUPPORTINTERIORWALLSRETAININGWALLSARETHOSEWALLSSUBJECTTOHORIZONTALEARTHPRESSURESDUETOTHERETENTIONOFEARTHBEHINDTHEMTHEFOUNDATIONFORTHESEWALLSMUSTHAVESUFFICIENTFRICTIONALRESISTANCEWITHTHESOILORROCKONWHICHTHEYRESTSOTHATTHEYWILLNOTSLIDEWHENSUBJECTEDTOTHEHORIZONTALEARTHPRESSUREINADDITION,RETAININGWALLSMUSTBEDESIGNEDSOTHEYWILLNOTOVERTURNINFROSTSUSCEPTIBLEAREAS,FOOTINGSMUSTBEPLACEDBELOWTHEFROSTLINEMATFOUNDATIONSMATORRAFTFOUNDATIONSARELARGE,THICK,ANDUSUALLYHEAVILYREINFORCEDCONCRETEMATSWHICHTRANSFERLOADSFROMANUMBEROFCOLUMNSORCOLUMNSANDWALLSTOTHEUNDERLYINGSOILORROCKMATSAREALSOCOMBINEDFOOTINGS,BUTAREMUCHLARGERTHANAFOOTINGSUPPORTINGTWOCOLUMNSTHEYARECONTINUOUSFOOTINGSANDAREDESIGNEDTOTRANSFERARELATIVELYUNIFORMPRESSURETOTHEUNDERLYINGSOILORROCKMATSARERIGIDANDWILLACTASABRIDGEOVERDISCONTINUITIESINTHESOILORROCKONWHICHTHEYAREFOUNDEDMATSFOUNDEDSEVERALMETERSBELOWTHEGROUNDSURFACE,WHENCOMBINEDWITHEXTERNALWALLS,ARETERMEDFLOATINGFOUNDATIONSTHEWEIGHTOFTHESOILEXCAVATEDFROMTHEGROUNDSURFACETOTHEBOTTOMOFTHEMATMAYBEEQUALTOAPPROACHTHETOTALWEIGHTOFTHESTRUCTUREINTHISCASE,LITTLEORNONEWLOADISAPPLIEDTOTHEUNDERLYINGSUPPORTINGSOIL,ANDSETTLEMENTSOFASTRUCTUREMAYBEMINIMALAFTERCONSTRUCTIONSLABFOUNDATIONSSLABFOUNDATIONSAREUSEDFORLIGHTSTRUCTURESWHEREINTHECOLUMNSANDWALLSARESUPPORTEDDIRECTLYONTHEFLOORSLABTHEFLOORSLABISTHICKENEDANDMOREHEAVILYREINFORCEDATTHEPLACESWHERETHECOLUMNANDWALLLOADSAREIMPOSEDSPECIALPROBLEMSGROUNDWATERISAMAJORPROBLEMINCONNECTIONWITHTHEDESIGNANDINSTALLATIONOFFOUNDATIONSWHEREASUBSTRUCTUREISTOBEPLACESBELOWTHEGROUNDWATERLEVELWELLPOINTS,PUMPINGFROMDEEPWELLS,ORPUMPINGFROMSUMPSAREMETHODSUSEDTODEWATERCONSTRUCTIONSITESDURINGFOUNDATIONINSTALLATIONOTHERMETHODSWHICHARELESSOFTENUSEDAREFREEZINGOFTHEWATERINTHESOUL,REMOVALOFWATERBYELECTROOSMOSIS,ANDTHEINSTALLATIONOFCUTOFFWALLSMADEOFPILLINGORGROUTAROUNDTHEPERIPHERYFROMWITHINTHEEXCAVATIONIFDEWATERINGOPERATIONSAREPERFORMEDINANAREASURROUNDEDBYEXISTINGSTRUCTURES,PRECAUTIONSMUSTBETAKENTOPROJECTTHEM,ASTHELOWERINGOFTHEGROUNDWATERMAYCAUSETHESOILONWHICHTHEYARESUPPORTEDTOSUBSIDEIFABASEMENTISPARTIALLYORTOTALLYBELOWTHEGROUNDWATERLEVEL,ITSWALLSMUSTBEDESIGNEDTOWITHSTANDTHEHYDROSTATICPRESSURESOFTHEWATERONTHEOUTSIDEINADDITIONTOTHEPRESSUREFROMTHESOILBACKFILLANALTERNATEPROCEDUREISTOINSTALLAPERMANENTSYSTEMTOREMOVEWATEROUTSIDETHEWALLSSOMESUBSTRUCTURESBELOWGROUNDWATERLEVELMAYATTIMESBESUBJECTEDTOHYDROSTATICUPLIFTFORCESWHICHAREGREATERTHANTHEDOWNWARDFORCESIMPOSEDBYTHESTRUCTURESINTHESECASES,PROVISIONSMUSTBETOANCHORTHESTRUCTURESTOPREVENTTHEMFROMFLOATINGUPWARDGROUNDWATERALSOCAUSESPROBLEMSBYINFILTRATINGTHROUGHBASEMENTWALLS,SLABS,ANDJOINTSINTOTHEBASEMENTITSELFTHISCANBEPREVENTEDORREDUCEDBYPROVIDINGANEXTERNALPERMANENTDRAINAGESYSTEMTHATCARRIESWATERAWAYFROMTHEBASEMENT,BYENCASINGTHEWALLSANDSLABSINANIMPERMEABLEPLASTICMEMBRANE,ORBYCOATINGTHEEXTERNALWITHANASPHALTICMASTICTOLOWERTHEIRPERMEABILITYCOMBINATIONSOFTHEFOREGOINGAREALSOUSEDRETAININGWALLSANDABUTMENTSOFTENHAVEWEEPHOLESINTHELOWERSECTIONSTHROUGHWHICHWATERACCUMULATINGBEHINDTHEWALLSORABUTMENTSCANESCAPETHEWATERPRESSUREBEHINDTHEWALLSISRELIEVEDASTHEWATERFLOWSTHROUGHTHEWALLSINTOANOPENEXTERNALDRAINAGESYSTEMFOUNDATIONSPLACEDONEXPANSIVESOILSAREOFTENSUBJECTEDTODISTRESSINGMOVEMENTSUNLESSSPECIALPRECAUTIONSARETAKENEXPANSIVESOILSARETHOSEWHICHSWELLANDCONTRACTEXCESSIVELYWITHVARYINGAMOUNTSOFMOISTUREPROBLEMSCANBEOVERCOMEBYINSTALLINGFOUNDATIONSBELOWTHEZONEOFSIGNIFICANTCHANGEINMOISTURECONTENTANDBACKFILLINGWITHNONEXPANSIVEMATERIALS,BYALTERINGTHESOILWITHANADMIXTURESUCHASLIMEORCEMENTSOTHATVOLUMNCHANGESDONOTOCCUR,ORBYPROVIDINGFLEXIBILITYINTHESTRUCTURETOACCOMMODATEMOVEMENTSUNDERPINNINGOFFOUNDATIONISOFTENNECESSARY,ANDITMAYBEEITHERREMEDIALORPRECAUTIONARYREMEDIALUNDERPINNINGISUSEDTOCORRECTDEFECTINEXISTINGFOUNDATIONSWHICHMAYHAVESETTLEDEXCESSIVELYIFTHESTRUCTUREISTOBESAVEDORRETURNEDTOITSORIGINALSTATE,ADDITIONALFOUNDATIONSUPPORTMUSTBEPROVIDEDPRECAUTIONARYUNDERPINNINGISUSEDWHENNEWSTRUCTURESARETOBEINSTALLEDADJACENTTOORBENEATHEXISTINGSTRUCTURES,ASINTHECONSTRUCTIONOFCITYSUBWAYSUNDERPINNINGOFFOUNDATIONISASPECIALIZEDCONSTRUCTIONTECHNIQUETHEWORKISGENERALLYPERFORMEDINACONFINEDSPACE,SUCHASTHEBASEMENTOFABUILDING,ORINSMALLPITSEXCAVATEDOUTSIDEABUILDINGAREAITISNECESSARYTOPROVIDESUPPORTFORTHELOADSOFTHEEXISTINGSTRUCTUREWHILENEWFOUNDATIONSAREINSTALLEDTHENEWFOUNDATIONSMAYBEFOOTINGSWHICHAREPLACEDDEEPERINTHEGROUNDTHANTHEORIGINALFOUNDATIONS,ORTHEYMAYBEPILESORCAISSONSUNDERPINNINGOFAWALLFOOTINGMAYBEPERFORMEDBYEXCAVATINGPITSADJACENTTOANDBENEATHEXISTINGFOUNDATIONSTHEPITSARESMALL,SOME09MWIDEBY12MLONGHORIZONTALSHEETINGISPLACEDINTHEPITASEXCAVATIONPROCEEDSTOPREVENTCAVINGOFTHEWALLSANDUNDERMININGOFTHESTRUCTUREBEINGUNDERPINNEDWHENTHENEWBEARINGSTRATUMISREACHED,FORMSAREPLACEDINTHEPIT,ANDCONCRETEISPOUREDFROMTHENEWBEARINGSTRATUMUPTOWITHIN76MMOFTHEBOTTOMOFTHEOLDFOOTINGAFTERTHENEWCONCRETEHASHARDENED,THE76MMSPACEISPACKEDBYHANDWITHAMIXTUREOFSAND,CEMENT,ANDASMALLAMOUNTOFWATERCALLEDGROUT,THEMIXTUREISPACKEDVERYTIGHTLYINTOTHESPACEBETWEENTHETOPOFTHENEWFOOTINGANDTHEUNDERSIDEOFTHEOLDFOOTINGTHEPITUNDERPINNINGPROCESSISREPEATEDTHROUGHOUTTHEENTIRELENGTHOFTHEWALLFOOTINGTHERESULTINGNEWFOUNDATIONMAYBEACONTINUOUSWALLORINTERMITTENTPIERS基础建筑物或已建成的工程是由基础下的地基土支撑着的。“基础”一词意味着土本身或在土内(或其上)布置的物体作为支撑体,或作为土和在它上面布置的构件的联合体。多层办公建筑物的基础一般是混凝土底板与土(或底板置于其上的岩石)的联合体。土坝的基础是天然的地基土或岩石。混凝土底板或桩及其桩帽常被看做基础,而不包括他们所涉及的地基土或岩石。所建立的构件和天然的土或岩石形成了基础系统;土和岩石为这一系统提供了基本支撑。已建立的基础不是由地基土支撑就是由岩石支撑。土和岩石对于增加给他们荷载的反应,一般决定了基础系统功能的好坏程度。在设计安装的基础部分中,设计者必须确定安全压力即在土或岩石上可能受到的压力以及建筑物可能承受的总沉降或沉降差。基础系统以建的部分是底板、阀板、板基础和沉箱或柱,所以这些形式把上部结构荷载传递给地基上。把上部结构荷载传递给地基土的部分叫下部结构。底板底板或伸展性基础是通过柱或墙把上部荷载传给下面的土或岩石。一般来说底板由预应力混凝土构成。然而在一些环境下,地板也可由素混凝土和砖石构成,当每个底板仅支撑一根柱时,地板是方形。底板支撑两个柱称组合底板,它可能是矩形或不规则四边形。悬臂底板承受两根柱子的荷载,其中一根柱子和底板的末端对着建筑物轮廓线或外墙。底板支撑墙是连续底板。底板的尺寸由底板地基受的荷载除以土或岩土允许承载压强而得到。对于基础来说大部分规范或教科书上都有表格列出了不同类型土和岩石的允许承载力值;然而,这些表格仅给出了土和岩石一般性分类和描述,使用时要谨慎。关于土和岩石更详细的信息一般可通过钻探试验孔、取土和岩石试件、在实验室测试试件得到,并做工程分析来确定适当的承载力值。除承载力外要考虑到总的沉降以及结构承受这样沉降的可能性。如果沉降是一个问题,采用置换基础是必要的而不是用底板或扩大底板和减少承载力。梯级梁可在外柱底板和支撑墙之间使用,用梁把墙的重量传给柱底板。梁也在内柱底板之间使用,其作用作为支柱(拉杆)或支撑内墙。挡土墙是承受墙后土体引起的水平土压力的墙体。对于墙基础来说,当其受水平压力时在墙与土(或岩石)之间要有足够的抗滑力,以至于墙不会滑动。另外,为了防止墙倾覆也应该做挡土墙设计。在冻融敏感区,底板必须放置在冻融线以下。筏板基础筏板基础是大的、厚的,常常是预应力混泥土板,通过数根柱基或柱与墙联合体把荷载传给下部的土或岩石。筏板也可是相连的底板,但筏板要比支撑两个柱的底板大些。筏板可谓是连续底板,它们被设计用来把相对均一的压力传给下面的土或岩石。筏板是刚性的,当支撑其的土或岩石不连续时,其作用类似桥。筏板可建在地表以下几米处,当与外墙连接时,则称为浮动基础。从地表到筏板底部所开挖土的重量可接近于建筑物的总重量。在这一情况下,很少或没有新的荷载施加于下部的支撑上,在建筑物建成后,建筑物沉降为最小。板基础板基础用于轻型建筑物,把柱和墙直接支撑在底板上。在柱和墙施加荷载的位置,底板是厚重的预应力混凝土板。一些特殊问题在设计和建设下部结构应布置在地下水位以下的基础时,地下水是一个主要的问题。在基础安装期间,从深井中抽取基坑中的水或从贮水槽中抽取基坑中的水,都可以用以降低地下水位。其他一些不常

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