山东某工程勘察报告英文

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,smallosmoticfinestrasweremadeandwrappedbygauzeontheendofpipewitharangeof1.0matthesametimemediumsandwerefilledasosmoticmaterial.Duringobservationperiod,wemadeobservationsandrecordedresultsonmorningandafternoonrespectively.Theobservationtimewasnotlessthan10days.3.PlanofInvestigationandCompletedWork3.1PlanofInvestigationThequantityandlocationofexploratorypointsweredeterminedbytheowner,thespacebetweenexploratorypointsisabout400-600m.Total10exploratorypoints,depthfrom80to100m,werelaidout.3.2CompletedworkThisinvestigationstartedonMar21,2006andfinishedonApr7,10boreswerefinishedduringtheperiod,amongofthem5boreswereforsamplingandtheothersforSPTtest.CompletedworkisshowninTable3.2.ScheduleofCompletedWorkTable3.2Drillingandin-situTestLaboratoryTestItemUnitCompletedworkItemUnitCompletedworkExploratorypointssurveyingBore10RoutineTestPiece273Drillingm850.1DirectSheerTestPiece55SamplingUndisturbedsample,Piece127ParticleSizeAnalysisTestPiece493Disturbedsample(thick-walledsampler)Piece150HighPressureConsolidationTestPiece86Disturbedsample(split-barrelsampler)Piece230CompressionTestPiece214Piece3TriaxialCompressionTestPiece35SPTTimes285UnconfinedCompressiveStrengthTestPiece38Down-holeVelocityloggingTimes/Bore120/2Heavy-dutyCompactionTestGroup3SpecificResistanceTestBore2CBRTestGroup3GroundwaterObservationWellBore3WatersimpleAnalysisTestPiece34.TheGeneralsituationofSite4.1TheLocationandTopography&GeomorphologyofSiteThesiteislocatedinopeneconomiczoneofDongYingCity,ShandongProvince,PRC.Thesitewhichusedasbreedingaquaticsfieldisclosetocoast.Therewasstillwater,wherethedepthrangedfrom0.5mto1.0m,inthebreedingpoolsduringinvestigationperiod.Thesitetopographyisrisingandfallingobviously,dredgingandfillingconstructionwasbeingcarriedthroughwheninvestigationoccurredthere.Rangeofcoordinatesinthissiteisfrom4140463.18mto4141480.70mforcoordinateX,andfrom532083.95to534337.32mforcoordinateY.Groundelevationofthissiteisfrom1.28to5.38m.GeomorphologicunitofthissitebelongstoestuarydeltaplainofYellowRiver.4.2StabilityofSiteTheareageologicstructureunitbelongstoDongYingsunkzone,whichbelongstothehollowzoneofnorthChinaplain.ThereisnoactivefracturesinceHoloceneinthearea,soitisarelativelystabilityplot.4.3GeologicalformationWithinthemaximumexplorationdepthof100.5m,mainlystrataareclay,siltyclayandsiltformedbyQuarternaryHolocenecontinentalalluviumdeposit,marinedeposit,mutualdepositofmarine&continentalandPleistocenemutualdepositofmarine&continental,andcontinentaldeposit,partiallyQuaternaryartificialfill.Accordingtocharacter&ageandoriginofsubsoilanditsphysical-mechanicalproperties,19layersareclassifiedinthesite.Distributionscope,thickness,featureanddistributionruleofeachstratumareshownincompositegeologicalcolumnarsection(Table1),stratasection(Appendix10-15)andcolumnarprofile(Appendix16-25).Basedonresearchresults,themaingeologicaldisasterandadversegeologicactionsinthiszonearelightlyliquefactionofthesiteandhightideoccurredzone.Thehighestelevationoftidewas4.1m.

CompositegeologicalcolumnarsectionTable1—1LayerNo.AgeandoriginSoilnameThickness(m)Depthoflayerbottom(m)Elevationoflayerbottom(m)StratumdescriptionSPTblowsNdistributionscope①Q4mlPlainFill2.3～3.62.3～3.61.45～2.89Yellowishbrown,mainlyconsistsofsiltlittlecohesivesoilintermixed,lightlydense,lightlywet.3～8AroundBH02、BH05、BH08、BH10②Q4alSilt1.6～3.61.6～5.0－2.32～0.89Yellowishbrown,containingmicaandironoxide,rapiddilatancy,noneluster,lowdrystrengthandtoughness,lightlydense-mediumdense,wet.4～9.5AroundBH03missing②1Clay3.33.3－1.62Grayishbrown,containingironoxide,nonedilatancy,highluster,highdrystrengthandtoughness,mediumplasticity.4～5RoundBH03③Q4mSilt4.1～6.26.5～11.2－7.72～－4.62Brownishgray,containingmicaandconch,rapiddilatancy,noneluster,lowdrystrengthandtoughness,mediumdense,wet.6～17WholeSite④Clay3.0～6.511.0～15.8－12.27～－9.32Grayishbrown,containingironoxideandconch,thinlayerofsiltinterbededpartially,nonedilatancy,highluster,highdrystrengthandtoughness,highplasticity-mediumplasticity.3～10WholeSite⑤SiltyClay6.9～9.819.1～24.5－17.42～－20.54GrayishbrowntoYellowishbrown,containingironoxideandconch,siltinterbededpartially,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity.8～20WholeSite⑥Q4alSilt3.5～9.625.8～32.3－28.02～－24.04Yellowishbrown,containingmicaandironoxide,siltysandinterbededpartially,rapiddilatancy,noneluster,lowdrystrengthandtoughness,dense,wet.13～43WholeSiteCompositegeologicalcolumnarsectionTable1—2LayerNo.AgeandoriginSoilnameThickness(m)Depthoflayerbottom(m)Elevationoflayerbottom(m)SoildescriptionDistributionscope⑦SiltyClay4.3～9.432.9～39.2－30.86～－34.47Yellowishbrown,containingironoxide,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity.WholeSite⑧Q4mcSiltyClay1.8～5.836.1～42.7－37.52～－34.82Yellowishbrowntograyishbrown,containingironoxide,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity.WholeSite⑨Silt2.4～3.010.8～11.4－39.42～－37.42grayish,containingmica,ironoxideandconch,siltysandinterbededpartially,rapiddilatancy,noneluster,lowdrystrengthandtoughness,dense,wet.WholeSiteeq\o\ac(○,10)Q3mcSiltyClay1.3～7.040.8～48.6－45.24～－39.52Yellowishbrowntograyishbrown,containingcalciumcohere,thinlayerofsiltinterbededpartially,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity-lowplasticity.WholeSiteeq\o\ac(○,11)Silt1.0～5.944.3～52.5－47.59～－42.62Gray,containingmica,ironoxideandconch,rapiddilatancy,noneluster,lowdrystrengthandtoughness,dense,wet.WholeSiteeq\o\ac(○,12)SiltyClay8.0～13.255.5～63.5－59.04～－54.07Grayishbrown,containingironoxideandcalciumcohere,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity-lowplasticity.WholeSiteCompositegeologicalcolumnarsectionTable1—3LayerNo.AgeandoriginSoilnameThickness(m)Depthoflayerbottom(m)Elevationoflayerbottom(m)SoildescriptionDistributionscopeeq\o\ac(○,13)Q3alSiltyClay4.3～7.763.2～68.0－63.34～－61.77GrayishbrowntoGrayishgreen,containingironoxideandconch,thinlayerofsiltinterbededpartially,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity-lowplasticity.WholeSiteeq\o\ac(○,14)Silt5.7～10.669.6～77.8－72.44～－68.17Graytodeepgray,containingmica,ironoxideandconch,rapiddilatancy,noneluster,lowdrystrengthandtoughness,dense,wet.WholeSiteeq\o\ac(○,15)SiltyClay2.2～9.378.6～80.0－78.24～－74.62Grayishyellow,containingironoxideandcalciumcohere,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,mediumplasticity-lowplasticity.WholeSiteeq\o\ac(○,16)Silt1.0～2.080.0～81.3－86.32～－79.26Brownishgray,containingmicaandironoxide,rapiddilatancy,noneluster,lowdrystrengthandtoughness,dense,wet.WholeSiteeq\o\ac(○,17)SiltyClay6.0～7.387.3～88.0－79.02～－78.72GrayishbrowntoGrayishgreen,containingironoxideandcalciumcohere,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,lowplasticity.WholeSiteeq\o\ac(○,18)Silt5.3～7.292.6～94.7－92.97～－90.56Grayishyellow,containingmicaandironoxide,rapiddilatancy,noneluster,lowdrystrengthandtoughness,dense,wet.WholeSiteeq\o\ac(○,19)SiltyClayMax.exploredthicknessis7.4m。Yellowishbrown,containingironoxideandcalciumcohere,nonedilatancy,lightlyluster,mediumdrystrengthandtoughness,lowplasticity-noneplasticity.WholeSite5.AnalysisandSelectionofGeotechnicalparameters5.1ReliabilityofindexItisstrictlycompliedwithpertinentrequirementsof“TechnicalStandardforGeologicalDrillingofBuildingEngineering”（JGJ87—92）tocarryoutconstruction.Samplingpicking,packing,transportationandconservationofundisturbedsampleswerestrictlyperformedaccordingtopertinentcodeandqualityassurancesystemdocumentsofCCGECtokeepthenaturemoistandstructureinordertomaketheundisturbedsamplesrankreachDegreeⅠ～Ⅱ.Laboratorytestswerestrictlyperformedaccordingtopertinentitemsof“StandardforsoilTestMethod”(GB/T50123-1999),testitems,methods,apparatusandcontentsareshownintable5.1.In-situtestswerecarriedoutinthelightofpertinentChinanationalcodesorstandards,technicalrequirementsofconstructionschemeandpertinentworkingdocumentsfromourcompany.Alltestingdataisrealisticandreliable.TestItemTestContentMainApparatusTestMethodRemarkRoutineTestIncludingwatercontent,density,specificgravity,liquidlimit,plasticlimit,inpurposeofofferingparametersforwaterandearthpressurecalculating.Oven,balance,pycnometer,taperconeapparatusDryingandpycnometermethodSitelaboratory:173groupsParticlesizeanalysisNamesoilsamplecorrectlyandmensuratepercentageofcohesivesoiltoofferparametersforliquefactionestimation.StandardsievesanddensimeterFiltrationanddensimetermethodSitelaboratory:173groupsCompressiontestOfferbasicphysical-mechanicalindexesofsubsoil.ConsolidationapparatusNormalvelocitymethodSitelaboratory:115groupsHighpressureconsolidationtestOffermechanicalindexesforsettlementcalculating.Makecurveofe～logPtocalculatepreconsolidationpressurevalue&compressionindexandreboundindex.Offervoidratioofdifferentpressures.Max.pressureshouldmorethanself-weightstressplussuperimposedstress.ConsolidationapparatusNormalvelocitymethodSitelaboratory:35groupsDirectsheartestOffercalculatingindexesforbearingcapacityandestimatestabilityofslope.Theverticalpressuresare50,100,200,and300kPa.StraincontroldirectshearapparatusStraincontrolmethodSitelaboratory:26groupsTriaxialcompressiontestOffercalculatingindexesforbearingcapacityanddesignparametersforfoundationpitexcavating.StraincontroltriaxialapparatusUnconsolidatedundrainedmethodUnconfinedcompressivestrengthtestAscertainnaturalstrength¶metersandsensitivityofsubsoil.straincontrolunconfinedcompressionapparatusStraincontrolmethodSitelaboratory:34groupsCompactiontestAscertainmaximumdrydensity&optimumwatercontentofsubsoilCompactionapparatusHeavycompactionmethodCBRtestAscertainthestrengthindexesofroadbed&roadsurfaceinconditionofmaximumdrydensity&optimumwatercontentandsaturation.PenetrationapparatusPenetrationmethodWaterqualitysimpleanalysistestEstimatethecorrosivenessofgroundwatertoconstructionmaterialsandmensuratePH,acidity&alkalinity,hardness,dissociated&corrasivecarbondioxideandmaincontentofanion&cation.5.2StatisticofgeotechnicalparameterAfteranalyzingalltestdatacarefullyanddeletingunusualvalues,wemadeapreliminarystatistic.Basedonthestatisticresultandre-deletedindexeswhichtrebleofstandarddeviationvalue.Averagevaluesofindexesarecalculatedonthefollowingformula:And：Xi—Testingvalueofgeotechnicalindexes;n—Statisticquantityofgeotechnicalindexes.Standarddeviationvaluesσarecalculatedonthefollowingformula:Coefficientsofvariationδarecalculatedonthefollowingformula:

IntermsofabovemethodwemadeastratifiedstatisticofPhysical-mechanicalPropertiesofsubsoil,TheresultsofstatisticcanbeseeninAppendix03～08. 5.3AnalysisandSelectionofGeotechnicalparameter5.3.1Selectionofgeneralphysical-mechanicalindexFromtheresultofstatisticwecanknowcoefficientofvariationvaluesofsubsoilarebetween0.1～0.3,andhavelow-mediumvariability,soastoitsphysical-mechanicalindexsuchasnaturalwatercontent,naturaldensity,voidratio,liquidityandplasticityindexanddegreeofsaturation,wecanselecttheiraveragevaluedirectlyfromAppendix03～08touse.Astopartsubsoilindexestheircoefficientofvariationarebetween0.3～0.5,andhavehighvariability,suchascoefficientofcompressibility,coefficientofconsolidationandunconfinedcompressivestrength,thevaluesshouldbeselecteddowndisadvantageorientationcombiningwithstandarddeviation&coefficientofvariationexceptfortheiraveragevalue.5.3.2BearingcapacityandcompressionmodulusofsubsoilBasedonphysical-mechanicalindexesofsubsoilandin-situtestresults,complyingwith“CodeforDesignofBuildingFoundation”(GB50007－2002)andlocalconstructionexperience,characteristicvalueofbearingcapacity(fak)andsuggestionvalueofconstrainedmodulus(Es1－2)ofsubsoilarelistedintable5.3.2tousingfordesign.BearingCapacityandCompressionModulusofSubsoilTable5.3.2StratumNo.②②1③④⑤⑥⑦fak(kPa)110～125100130～150105～115125～145210～230135～150Es1－2(MPa)6.0～8.03.07.5～9.53.0～4.04.5～5.510.0～11.04.5～5.5StratumNo.⑧⑨⑩eq\o\ac(○,11)eq\o\ac(○,12)eq\o\ac(○,13)eq\o\ac(○,14)fak(kPa)145～165200～210160～170240～260175～185190～210260～300Es1－2(MPa)6.5～8.010.0～11.05.0～6.011.5～12.56.0～7.07.5～9.511.5～15.0StratumNo.eq\o\ac(○,15)eq\o\ac(○,16)eq\o\ac(○,17)eq\o\ac(○,18)eq\o\ac(○,19)fak(kPa)220～240300～330260～280280～300260～270Es1－2(MPa)8.0～10.015.0～17.010.0～11.513.5～15.09.5～ShearStrengthofSubsoilInordertoevaluateshearstrengthofsupersoil,partsofundisturbedsamplewerecarriedthroughtestedb