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PAGEPAGE10第一章soil 土rock 岩土sand 沙土siltclayweatheringdisintegrationdecompositionmineralcrackfracturedebristhermalrockmasssandstonegravelparentrocknaturalsoilresidualsoiltransportedsoilmoraineigneousrockgranitebasaltsedimentaryrocklimestoneshalealluvialsoilwind-borneloessdunewindblownsiltyclayglacialsoilpleistoceneepochglacialdepositerosionboulderfragmentfoundationengineeringbedrock

分解;分解作用矿物裂缝断裂;岩屑岩体砂岩砾石母岩天然土;底土残积土运积土冰泽火成岩花岗岩玄武岩沉积岩石灰岩页岩冲积土风积土黄土沙丘风积尘土粉质粘土更新世侵蚀基岩glacialtill 冰土unstratified 非层状的unconsolidated 不固结的heterogeneous 非均质的marshsoil 沼泽土muck inorganicsoil 无机土soilparticlevoidsolidphaseliquidphasevaporphasesaturatedsoildrysoiloriginalquartzfeldsparisinglasshornblendepyroxenecoarsenessroundnesssecondarykaoliniteillitemontmorillonitewatercontentcrystalstructurecrystalcellalluminosilicateisomorphousreplacementgraingroupscreecolloidalparticlesieveanalysisgradingcurvecrystallatticehygroscopicwatercapillarywatergravitationalwaterfabricsinglegrainfabricflocculentfabricdisperdedfabric

土粒孔隙固相液相气相干土石英长石云母辉石粗度圆度高岭石依利石蒙脱石含水量晶体结构晶胞粒组卵石胶粒筛分析晶格吸着水重力水组构单粒组构絮凝组构分散组构bulkdensity 湿密度unitweight 容重specificgravity 比重watercontent 含水量voidratio 孔隙比porosity 孔隙率drydensity 干密度degreeofsaturation 饱和度saturatedunitweightdryunitweightbuoyantdensitybuoyantunitweightrelativedensityconsistencyliquidlimitplasticlimitshrinkagelimitkneadingmethodliquid-plasticlimitcombineddeviceplasticityindexliquidityindexcompactionclassificationcoarsegrainedsoilfinegrainedsoilliquefaction第二章seepagetotalelevationheadpressureheadheadlossdarcy’slawporewaterpressurecoefficientofpermeabilityhydraulicgradientflowpathlengthconstant-headtestfalling-headtestpumpingtestgroundwatersoillayers

干容重浮密度浮容重相对密度稠度液限塑限缩限液塑限联合测定仪塑性指数液性指数压实,夯实分类液化渗透总水头位置水头压力水头水头损失达西定律渗透系数(渗径长度压水试验地下水土层Laplace’sEquation 拉普拉斯方程homogeneous 均质的isotropic 各向同性的anisotropicincompressiblefinitedifferencemethodfiniteelementmethodboundaryelementmethodflownetequipotentiallinesflowlinestheprincipleofeffectivestresstotalstresseffectivepiezometerstandpipeseepageforceliquefactionboilingheavingpipingCriticalHydraulicGradient第三章additionalstress(stressincrease)at-restbulkunitweightbuoyantunitweightcentricloadcoefficientoflateralearthpressureatrestcompatibleconcentratedloadcontactpressuredamdepositeccentriceffectiveoverburdenpressureelastichalf-spaceembankmentembedmentdepthflexiblefoundationfoundationgeostaticstress

流网流线有效应力原理总应力有效应力孔隙水压力计测压管渗流力液化砂沸隆起管涌临界水力梯度附加应力静止天然(湿)容重浮容重中心荷载静止土压力系数相容,协调基底压力坝沉(堆)积,沉(堆)偏心荷载自重应力(有效)弹性半空间体堤坝,堤防,路堤埋置深度柔性基础基础自重应力geotechnicalengineeringGL=groundlevelGWL=groundwaterlevelGroundHeterogeneousHomogeneousHydraulicfillHeaveIn-situIsotropicLandfillLineloadLoadintensityMajoraxisMan-madeMediumMomentMomentofinertiaNaturalgroundNetcontactpressureOffsettingOverturningPointloadPrincipleofsuperpositionReclamationRetainingwallRigidfoundationSedimentSemi-infinitemassSettlementSolidwasteStratumStripfoundationStressincreaseSuperimposedstressThrustTracingpaper第四章,第五章architecturaldamagebrittlecaissoncoefficientofconsolidation

地面地基均质隆起各向同性填埋场线荷载荷载强(集)主轴介质力矩惯性矩天然地基基底净压力(基底附加压力)偏心矩倾覆点荷载,几种荷载叠加原理围垦挡(土)刚性基础沉积(淀,沉积(淀)半无限体沉降固体废弃物(土,地)层条形基础附加应力附加应力推力描图(透明,透写)纸建筑损伤脆性沉箱,沉井固结系数coefficientofvolumecompressibility 体积压缩系数collapsesettlement 湿陷沉降collapsiblesoil 湿陷性土compressiblelayer 压缩层compression 压缩compressionindex 压缩指数compressionmodulusconsolidationconsolidationanalogycurvefittingdeformationmodulusdegreeofconsolidationdialgaugedifferentialsettlementdissipationdrained,drainagedrilledshaftdrivenpileexpansionindexexpansivesoilfloodgatehalf-closedlayerhoggingcrackHooke’slawhystereticloopin-situcompressionintactspecimenisochronesloadingratioloessmasonrynormallyconsolidatedoedometeroedometertestopenlayeroverconsolidatedoverconsolidationratiopeatysoilpiezometerpoisson’sratioporousstonepreconsolidationpressureprimaryconsolidation

压缩摸量固结固结模型曲线拟合变形摸量固结度量表,百分表差异沉降消散排水钻孔桩打入桩膨胀土闸门顶裂虎克定律回滞环现场压缩曲线原状试样等时线荷载率黄土正常固结固结仪固结实验超固结泥炭土孔压计泊松比透水石主固结reboundingcurverecompressioncurvesecondaryconsolidationsettlementsoilmasssoilskeletonspecimenstandpipestratum(pl.strata)stresshistorystructuraldamagesubsidenceswellingcurveswellingindextimefactortotalheadunderconsolidatedunderpinundrainedunevensettlementvirgincompressioncurveYoung’smodulus第六章all-roundpressureanisotropicboreholecohesioncompressionconsolidated-drainedconsolidated-quicksheartestconsolidated-slowsheartestconsolidated-untrainedcreepcriticalcriticalcriticalvoidratiocrushingcyclicrepeatloadcylindricalspecimendensesanddensity

回弹曲线次固结沉降土体土样土层沉陷总水头欠固结托换不排水不均匀沉降杨氏摸量围压钻孔压缩固结排水固结不排水蠕变极限的极限状态压碎紧砂密度deposition 沉积deviatorstress 压力差dilatancydirectlysheardrainagevolumedynamicloadexcavationfailurefailureenvelopfracturingfrictionanglefrictionresistancehollowcylinderinterlockingintermediatestressisotropickneadingliquefactionloosesandmohr-coulombfailurecriteriono-ringparameterpeakstresspedestalpiezometerplanestrainporepressureporepressurecoefficientporousceramicstoneprinciplestressremoldedsampleresidualstrengthringsheartestrollerbearingsrubbermembranesamplingscrewseepagesensitivityshearshearvaneshellsiltlaminationslope

膨胀排水量开挖破坏破裂摩擦角咬合中主应力各项相等揉液化松砂摩尔-库仑破坏准则O参数底座孔压计平面应变孔隙压力孔隙压力系数透水石主应力重塑土残余强度滚珠制样螺栓渗透剪切贝壳边坡specimenstabilitystrengthstresspathtorquetriaxialcompressiontruetriaxialtestunconfinedcompressionunconsolidated-undrainedundisturbedsampleverticalloadvolumetricstrainweakplane第七章Rankine’sTheoryofearthpressureColoumb’sTheoryofearthpressureearthpressureearthpressureatstaticactiveearthpressurepassiveearthpressureearthpressurecoefficientat-restearthpressurecoefficientactiveearthpressurecoefficientpassiveearthpressurecoefficientforcepolygonbracingsystem第八章accelerationBishop’smethodBishop’ssimplifiedmethodcuttingslopedamdisturbingmomentdrivingmomentearthquakeeffecti

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