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SUPERVISIONENGINEEREXAMINATIONROADENGINEERINGROADANDBRIDGESIMULATIONTESTQUESTIONSTHREE12BIGCONTROLINFORMATIONCONTRACTSUPERVISIONEXPERIENCESUPERVISIONRELATEDQUALITYSUPERVISIONCOSTSUPERVISIONPROGRESSSUPERVISIONINFORMATIONMANAGEMENTCONTRACTMANAGEMENTQUALITYASSURANCECONSTRUCTIONTECHNIQUECONSTRUCTIONMANAGEMENTCONSTRUCTIONEXPERIENCEOPERATIONGUIDANCEPREVENTIONOFCOMMONDISEASESTESTMEASUREMENTQUALITYCONTROLCONSTRUCTIONMETHODRELATEDCONSTRUCTIONLOCOMOTIVESAFETYENGINEERINGCLAIMACCIDENTTREATMENTCONSTRUCTIONEXPERIENCEBASICKNOWLEDGECOMMONDATALUQIAOPROFILENATIONALLAWSANDREGULATIONSDEPARTMENTALRULESINDUSTRYREGULATIONLOCALDOCUMENTSUPERVISIONEXAMINATIONCOSTTESTCONSULTINGEXAMINATIONEXAMINATIONTESTTITLEEXAMINATIONTITLEFOREIGNLANGUAGEDESIGNCLASSMANAGEMENTCLASSPRICECATEGORYAPPLICATIONSOFTWAREHIGHWAYLITERATUREARTICLETOBECOMPILEDENGINEERINGBIDCOSTCONTROLCONTACTINFORMATIONFEEDBACKINTHEWAYOFTHEAWARDISRECOMMENDEDTORECOMMENDTHEEROADCURRENCYCARDCARDGROUPALLIANCEPLEASESELECTTHECHANNELTHENEWWENCHAPTERUNDERTHEMAPLIBRARY,ASTHECITYSHOWTOLISTENTOTHECITYSHOWTAIWANRECRUITBOGUESTLEAVEWORDONTHEALTARTHEWEBSITEHOMEPAGEOFTHENEWSANDTHENEWSOFTHEARTICLETODOWNLOADTHELIBRARYOFTHEAUDIOVISUALANDAUDIOVISUALDISPLAYOFTHESTOREANDTHESTOREOFTHESITEOFTHERECRUITMENTOFTHEBLOGPOSTOFTHEFORUM|YOUARENOWTHELOCATIONCHINAROADSUPERVISIONNETWORKARTICLEEXAMINATIONARTICLESUPERVISIONTESTARTICLETEXT|ARTICLEHOME|SUPERVISIONARTICLE|CONSTRUCTIONTECHNIQUE|LUQIAOCOMMONSENSE|NATIONALNORM|EXAMINATIONPAPER|OTHERARTICLE|SPECIALCOLUMNLISTPOLICIESANDREGULATIONS,TRIALANDINSPECTIONSURVEYPAPERCENTERRELATIVECHAPTERHIGHWAYGEOMETRICDESIGNANDTRAFFICSAFETYHIGHWAYRECONSTRUCTIONDESIGNDISCUSSIONONQUALITYMANAGEMENTOFHIGHWAYENGINEERINGTHEINFLUENCEOFSUPERVISIONENGINEERONTHEQUALITYOFTHEPROJECTONTHEMANAGEMENTOFCONSTRUCTIONCONTRACTBYSUPERVISIONENGINEERHIGHWAYSUBGRADECONSTRUCTIONTECHNOLOGYAPPLICATIONOFFLYASHINHIGHWAYONTHEOPERATIONSIDEOFTHESITESUPERVISIONENGINEERHOWTODEALWITHTHEQUALITYACCIDENTOFTHESUPERVISIONENGINEERCONSTRUCTIONORGANIZATIONOFAHIGHWAYTUNNELCONSTRUCTIONINHUBEINEWHOTDOORSPECIFICATIONFORCONSTRUCTIONSUPERVISIONOFHIGHWAYENGINEERINGJTJ0COMPREHENSIVEROADSIMULATIONTESTTESTTWOPHOTOSSUPERVISIONTHEORYHIGHWAYENGINEERINGSUPERVISIONENGINEERBRIDGEINTERPRETATION2004PERSONALPROFESSIONALANDTECHNICALWORKISSMALLPHOTOSATESTSUPERVISIONTHEORYTESTEXAMINATIONQUESTIONSROADANDBRIDGESIMULATIONQUESTIONS11HIGHWAY,WATERWAYENGINEERINGSUPERVISIONENGINEERTHELATESTRECOMMENDATIONCONTROLMEASUREMENTTRIANGLEINEXCELENVIRONMENTPHOTOSWUHANBAISHAZHOUYANGTZERIVERBRIDGEPRIMARYMATERIALTESTENGINEERINGKNOWLEDGEPHOTOSSMALLHANGINGWATERBOXCONSTRUCTIONMETHODPHOTOSLEADBRIDGECONSTRUCTIONOFLARGESPANCABLESTAYEDSUPERVISIONOFTONGLINGCHANGJIANGRIVERHIGHWAYBRIDGEPROJECTPHOTOSBEIJINGSHENYANGEXPRESSWAYNORTHCANALCONSTRUCTIONTECHNOLOGYOFHANGZHOUBAYCROSSSEABRIDGEPHOTOSBOLTCONSTRUCTIONMETHODANDPHOTOSYANGJIACHUANTUNNELUNDERGROUNDUSERNAMEPASSWORDAUTHENTICATIONCODEPERMANENTLYREGISTEREDTOFORGETTHEPASSWORDROADANDBRIDGEROADSIMULATIONTEST120ECURRENCYASSUMESSUPERVISIONENGINEEREXAMINATIONROADENGINEERINGROADANDBRIDGESIMULATIONTESTQUESTIONS12AUTHORANONYMOUSSOURCEUSERSCLICKONTHENUMBEROFFEEDS1119UPDATE200691283305THECOMMONPROBLEMSOFTHECHANNEL1,2,3,4,READNOVICEHOWTOPUBLISHTHEARTICLEOTHERPROBLEMSARADIOBUTTONLIST1OFTHETOTALLENGTHOFTHEBRIDGETOTALLENGTHCALCULATIONREQUIREMENTISTHATTHEBRIDGEABUTMENTISAEACHSPANOFTHESPANOFTHEBRIDGEANDTHESTANDARDSPANBONBOTHSIDESOFABUTMENTSIDEWALLORSPLAYEDJAMBSENDDISTANCECONBOTHSIDESOFTHEFRONTWALLABUTMENTDISTANCEDDECKLANELENGTHDCAMBER3REINFORCEDCONCRETEORPRESTRESSEDCONCRETESIMPLYSUPPORTEDBEAMBRIDGEASTATICALLYINDETERMINATESTRUCTURECSUPERSTATICFIXEDSTRUCTUREDCONTINUOUSSTRUCTUREBBENTFRAMESTRUCTURE4BASICFORMSOFBRIDGECANBEDIVIDEDINTOACUTPILE,CAISSONFOUNDATIONBASE,BFOUNDATION,PILEFOUNDATION,PILEFOUNDATIONSINKINGCHOLEDIGGINGPILE,BOREDPILE,CAISSONPILEDDIGGINGPILE,CAISSONFOUNDATION,EXCAVATIONANDFOUNDATION5REINFORCEDCONCRETEAXIALTENSIONMEMBERS,THEMAINSTEELJOINTSSHOULDBEUSEDAWELDINGBWELDINGORBANDINGBINDINGC6THEFOLLOWINGTESTSWHICHCANBEUSEDFORDETERMINATIONOFTHEMODULUSOFSUBGRADEAHEAVYCOMPACTIONTESTBTHREEAXIALCOMPRESSIONTESTOFCBEARINGPLATETESTDSIMPLYSUPPORTEDLOCATEDTEST7,WHENTHESAMPLINGDISTANCEOFMORETHAN1KM,THEOPERATIONMODESHOULDBESELECTEDFORTHEEARTHABCEXCAVATORANDBULLDOZERSCRAPERFROMTHEDUMPTRUCK8,THEWATERCONTENTOFTHELARGERCOHESIVESOILISTHEMOSTSUITABLEFORTHECOMPACTIONMACHINERYAVIBRATORYROADROLLERBSMALLVIBRATIONRAMCBUMPTYPEVIBRATORYROLLERDTIREROADROLLER9,HEAVYOILASPHALTAH70,“70“REFERSTOTHEASPHALTABCDUCTILITYPENETRATIONSOFTENINGPOINTDFLASH10,SOFTSOILFOUNDATIONBURIEDDEEP23M,THEMOSTAPPROPRIATETREATMENTISAPLASTICDRAINAGEPLATEBPOWDERJETPILECREPLACEMENTFILLDLIGHTSUBGRADEFILLINGTWO,ANUMBEROFCHOICEQUESTIONS1,COMPLEXGEOLOGICALSTRUCTURE,BRIDGEFOUNDATIONTEST,SPECIALREQUIREMENTSFORGENERALUSEFOUNDATIONABFORDRILLINGPENETRATIONGEOTECHNICALTESTDACCORDINGTOTHEDESIGNREQUIREMENTSFORLOADTESTCVISUALINSPECTION2,BEFOREPOURINGCONCRETE,THEPIPESHOULDBECARRIEDOUTTESTAWATERTIGHTCPRESSUREBJOINTTENSILEDWELDING3,AFTERTHECOMPLETIONOFTHETOWEROFTHESUSPENSIONBRIDGE,TOBEDETERMINEDASBARETOWERCABLESHAPEDESIGNADJUSTMENTBASEDONABINCLINATIONSPANCTOPELEVATIONOFDSTIFFNESS4,THEHIGHWAYCONSTRUCTIONINTHEROUNDPIPECULVERTOFTHOSEPARTSNOTMEASUREDSEPARATELYISABCBASEDCHARACTERWALLCONESLOPEEXCAVATIONBACKFILLD5,CEMENTSTABILIZEDCRUSHEDSTONEBASEMIXTUREOFTHETESTPROJECTISAPARTICLEANALYSISBHEAVYCOMPACTIONTESTCDELAYTIMEDCOMPRESSIVESTRENGTHTEST6,THROUGHTHELAYEROFASPHALTISUSEDSLOWSETTINGLIQUIDPETROLEUMASPHALTINAROADPETROLEUMASPHALTBCSLOWDOWNORSLOWCRACKORMEDIUMANDSLOWCRACKOFASPHALTMIXTURED7,THEHIGHWAYROCKCUTTINGEXCAVATIONBLASTINGWAYCOMMONLYUSEDABCPRESPLITTINGBLASTINGDRILLINGBLASTINGHOLEBLASTINGBLASTINGD8,THEFOLLOWINGSOFTFOUNDATIONTREATMENTSCHEME,BELONGSTOTHEMETHODOFSTRENGTHENINGTHESOFTFOUNDATIONAPOWDERJETPILEDUSINGLIGHTROADBEDFILLINGCSANDCUSHIONBREPLACEMENTFILL9,DETERMINETHEASPHALTWITHTHEBESTRATIOOFTHEINITIALASPHALTCONTENTOFTHEINITIALRATIOOFOACASPHALTCONTENTISACORRESPONDSTOTHEMAXIMUMSTABILITYOFTHEASPHALTCONTENTOFBCORRESPONDINGTOTHEMAXIMUMDENSITYOFASPHALTCONTENTCCORRESPONDSTOTHERANGEOFPOROSITYOFTHEASPHALTCONTENTDCORRESPONDSTOTHEEXTENTOFTHERANGEOFTHEVALUEOFASPHALTCONTENTECORRESPONDSTOTHEMAXIMUMSATURATIONOFASPHALTCONTENT10,GRAVELSOILSUITABLEFORTHEDEGREEOFCOMPACTIONDETECTIONMETHODISASANDFILLINGMETHODBIRRIGATIONMETHODCRINGSAMPLERDWAXSEALINGMETHOD11,INTHEDESIGNOFRETAININGWALL,REDUCINGTHEROLEOFTHERETAININGWALLEARTHPRESSUREMETHODHASABACKTOTILTTOTILTTHEBINCLINEDTOINVERTCTOREDUCETHEFRICTIONANGLEOFTHEWALLBACKDINCREASESTHEFRICTIONANGLEOFTHEWALLTOINCREASETHESECTIONSIZEOFTHERETAININGWALLF12,ASPHALTTHREEINDEXFINGERTHESTABILITYOFABCDDUCTILITYSOFTENINGPOINTPENETRATION13,FINEGRAINEDSOILCLASSIFICATIONACCORDINGTOCLASSIFICATIONALIQUIDPLASTICLIMITANDPLASTICINDEXBPARTICLESCOMPOSEDOFCORGANICMATTERCONTENTOFDSOILMINERALCOMPOSITION14,TAKETHEARGUMENTABOUTFOUNDATIONPIT,WHICHISRIGHTA,SOILPITBEFOREUSEMUSTBEWELLPREPAREDINADVANCEPLANNING,COMBINEDWITHIRRIGATIONANDWATERCONSERVANCYB,TAKETHEPRINCIPLEOFSOILPITNEAREARTH,WITHCONVENIENTCONSTRUCTIONSHALLPREVAILC,GROUNDSLOPEISSTEEPERTHAN110,ROADSIDESOILPITSHOULDBELOCATEDINTHEROADBEDSIDED,THEBRIDGEONBOTHSIDESSHOULDSETUPASOILPIT15,CEMENTCONCRETEPAVEMENT,THECOMMONTYPEOFEXPANSIONJOINTSHAVEASLIDINGDOWELTYPEBTYPECTYPEDTHICKEDGESTEELDOWELBARTYPEBASTING16,CANBEUSEDFORCEMENTCONCRETEPAVEMENTOFHEAVYTRAFFICAORDINARYPORTLANDCEMENTBSLAGPORTLANDCEMENTCPORTLANDCEMENTDPORTLANDCEMENT17,INTHESUMMEROFCEMENTCONCRETEPAVEMENTCONSTRUCTIONCOMMONLYUSEDADMIXTUREFORAWATERREDUCINGAGENTBRETARDERCACCELERATORDEARLYSTRENGTHAGENT18,BELONGSTOTHESENIORROADISABCEMENTCONCRETEPAVEMENTASPHALTCONCRETEPAVEMENTASPHALTSURFACINGCDASPHALTPENETRATIONPAVEMENT19,THERAINYSEASONCONSTRUCTIONEMBANKMENTFILLREQUIREMENTSA,SANDANDGRAVELSOILWITHGOODWATERPERMEABILITYB,EMBANKMENTLAYEREDEMBANKMENT,TOMAINTAIN23ABOVETHEHORIZONTALSLOPEDRAINAGEC,WITHTHEDIGFILLINTIMECOMPACTIOND,OVERWETSOILCANBEUSEDLIGHTCOMPACTIONSTANDARDS,ANDCANREDUCETHEDEGREEOFCOMPACTIONSTANDARD20,CEMENTCONCRETEPAVEMENTANDASPHALTCONCRETEPAVEMENTCOMPAREDTOWHATADVANTAGESA,LONGSERVICELIFEBSMALLNOISECMAINTENANCECONVENIENCEDNIGHTVISIBILITYGOOD21,SOILPLASTICLIMITTESTMETHODHASARUBBINGMETHODBLIQUIDPLASTICLIMITCOMBINEDDETERMINATIONOFCCOUNTCYTOMETRYMETHODDMETHODOFFALLINGBALL22,THEINFLUENCEOFGROUNDWATERWITHINTHESCOPEOFTHEROADBEDSUITABLEFILLISASANDYSOILBGRAVELSOILCCLAYDSILTYSOILFORGANICSOIL23,CEMENTCONCRETELONGITUDINALSEAMISDIVIDEDINTOJOINTBEXPANSIONJOINTCONSTRUCTIONJOINTCDASHRINKBASTING24,PETROLEUMASPHALTACCORDINGTOTHECOLLOIDALSTRUCTURECANBEDIVIDEDINTOASOLSTRUCTUREBSTRUCTURECGELSTRUCTUREDSOLIDSTATESTRUCTURE25,INCREASETHEASPHALTANDAGGREGATEADHESIONINDEXMEASURESHAVEAPLUSANTISTRIPPINGAGENTBPLUSACERTAINDOSEOFCEMENTTHEINCREASEOFCDWITHCERTAINDOSEOFLIMEPOWDER26,THEFOLLOWINGROCKSBELONGTOALKALINEROCKSABCLIMESTONEDOLOMITEQUARTZBASALTROCKD27,DOLOMITE,COMPRESSIVESTRENGTH88MPA,DOUBLECYLINDERWEARMACHINEMEASURINGTHEWEARRATEIS45,ISAGENUSROCKALIMESTONETYPEBLAVAROCKCLASSC1GRADED2STONE28,TOREDUCETHESEMIRIGIDBASECRACKINGMEASURESATOINCREASETHECEMENTCONTENTOFBTOREDUCETHECEMENTCONTENTOFCINCREASEDBY0075THEFOLLOWINGCONTENTDDECREASESLESSTHAN0075OFTHECONTENTOFEINTHEHEALTHPERIODCOVEREDWITHMOISTURIZINGANDHEALTH29,THEFOLLOWINGSOFTFOUNDATIONTREATMENTMETHOD,INORDERTODRAINAGECONSOLIDATIONISTHEMAINASANDCUSHIONBPLASTICDRAINAGEBOARDCPOWDERJETPILEDSANDWELL30,THEFOLLOWINGABOUTTHEASPHALTMIXTUREGRADATIONTYPE,THESTATEMENTISCORRECTA,DENSEGRADEDASPHALTCONCRETEPOROSITYREMAININGBELOW10B,OPENGRADEDASPHALTMIXTUREREMAININGPOROSITYOF15ORMOREC,SEMIOPENGRADEDASPHALTMIXTURE,ALSOKNOWNASASPHALTMIXTURE,ACD,GRADEIIDENSEGRADEDASPHALTCONCRETERESIDUALPOROSITY61031,DRILLINGANDFILLINGPILEHOLEMETHODISASLURRYOILSLURRYBPUMPINGSLURRYDCAIRCOMPRESSORJETEMORTARREPLACEMENT32,THEFUNCTIONOFTHEBRIDGEDECKPAVEMENTATOPREVENTTHEVEHICLETIREWEARBGIRDERBRIDGEDECKDIRECTLYPROTECTIONFROMRAINEROSIONCUNDERTHEVEHICLELOADD,THEDISTRIBUTIONOFTHEWHEELOFCONCENTRATEDLOAD33,THEBRIDGEEXPANSIONJOINTSOFTHEAMOUNTOFEXPANSIONISMAINLYBYTHEIMPACTOFAONTHEBTEMPERATURECHANGESTHEDISPLACEMENTOFPIERCONCRETESHRINKAGEANDCREEPOFDC34,CONTINUOUSBEAMBRIDGECONSTRUCTIONPHASEOFTHEMAININCLUDEASTRESSCHECKINGBLOADCHECKCTEMPERATUREINTERNALFORCECHECKINGDDEFORMATIONCHECKINGCALCULATION35,THEBASICFORMOFABRIDGEEXPANDTHEDBASEDOPENCAISSONFOUNDATIONEXCAVATIONANDFOUNDATIONPILEFOUNDATIONBCA36,THEPILEFOUNDATIONACCORDINGTOTHECONSTRUCTIONMETHODCANBEDIVIDEDINTODIFFERENTABOREDPILEBSINKINGPILEDPILECPILE37,BRIDGEPILECAPINSPECTIONITEMSAREACONCRETESTRENGTHCVERTICALDEGREEBSIZEDTOPSURFACEELEVATIONEAXISDEVIATION38,BEAM,PLATEINSTALLATIONOFTHEACTUALPROJECTHASACONCRETESTRENGTHBSUPPORTCENTEROFFSETCVERTICALDEGREEDTOPSURFACELONGITUDINALGAOCHENG39,CONCRETEHEALTHINSEVERALWAYSASPRINKLERHEALTHBPLASTICCLOTHCOVEREDWITHHEALTHCGREENHOUSEHEALTHDSTEAMCURING40,THESUPPORTOFTHEMAINTYPESOFPRODUCTSATYPERUBBERBEARINGBBASINTYPERUBBERBEARINGCSPHERICALBEARINGDRIGIDPLATEBEARINGTHREE,TODETERMINETHETITLE1,DUETOTHECONSTRUCTIONOFFAULTWASTEPILE,BYONEORMOREOTHERADDEDPILEINSTEADOFTHECOSTINCREASE,BEBORNEBYTHEOWNER2,DIGHOLEINCLINED,THEWOODENFRAMEMADEOFSTEELPLATE,METHODOFPRECASTCONCRETEMANHOLESUPPORT3,LARGESPANCASTINSITUCONCRETEARCHBRIDGE,ALONGTHEARCHSPANSEGMENTEDPOURING,SUBSECTIONPOSITIONSHOULDBEINORDERTOBEABLETOMAKECENTERINGFORCESYMMETRY,UNIFORMANDDEFORMATIONSMALLPRINCIPLE4,JIANZHILIANG,CONTINUOUSBEAMUNLOADINGBRACKETSHOULDBEFROMTHESUPPORTTOTHECROSS,THECYCLEOFUNLOADING5,ARCWELDINGANDBINDINGJOINTANDSTEELBARBENDINGATTHEDISTANCEOFNOTLESSTHAN10TIMESTHEREBARDIAMETER,ALSOSHOULDNOTBELOCATEDINTHECOMPONENTOFTHEMAXIMUMBENDINGDISTANCE6,ASPHALTCONCRETEPOWDERRATIO,THESTRONGERTHEANTIRUTTINGABILITY7,SEMIRIGIDBASECEMENTCONTENT,THEBIGGERTHEBETTER8,PAVEMENTROUGHNESSANDSURFACELAYERCONSTRUCTIONLEVEL,ANDTHEBASICLEVELHASNOTHINGTODO9,ASPHALTASPHALTCONTENTINCREASES,WATERPROOFABILITYISSTRONG,SOTHESEALASPHALTCONTENTBETTER10,ITYPEDENSEGRADEDASPHALTCONCRETERESIDUALPOROSITYIS36FOUR,JANEANSWER1,WHATISTHELOCATIONOFTHEDITCHWHATROLEDOESITPLAY2WHATISTHEROLEOFTHECEMENTCONCRETEPAVEMENTBASE3,WHATARETHEFACTORSTHATAFFECTTHEANTISLIDINGPERFORMANCEOFASPHALTPAVEMENT4,INTHEBRACKETPOURINGOBSERVATIONCONTENTSOFBEAMBRIDGE5,SUSPENSIONBRIDGETUNNELTHEONLYBYLIAOONLYSACLINENUMBERWASTHATFIVE,COMPREHENSIVEANALYSIS1,THEINFLUENCEOFCEMENTSTABILIZEDSOILBASEHORIZONTALCRACKINGOFTHEMAINFACTORS,HOWTOMINIMIZETHETRANSVERSECRACK2,CABLESTAYEDBRIDGECONSTRUCTIONINTHETREATMENTOFDEVIATIONANDCABLEFORCEADJUSTMENTMETHODREFERENCEANSWERSFIRST,THESINGLECHOICEQUESTIONS2C3A4A5A6C1B7,C8,C9,B10,CTWO,ANUMBEROFCHOICEQUESTIONS1,ABC2,ABC3,ABC4,ABCD5,BCD6,BC7,ABD8,AD9,ABC10,AB11,BD12,BCD13,ABC14,ACD15,ABC16,ACD17,AB18,AB19,ABC20,AD21,AB22,ABC23,AC24,ABC25,ABD26,AB27,AD28,BDE29,ABD30,AB31,ABCDE32,ABD33,BC34,AD35,ABD36,ABC37,ACDE38,BCD39,ABD40,ABCTHREE,TODETERMINETHETITLE1,2,3,4,5,6,8,7,9,10,VFOUR,JANEANSWER1,SETUPOUTSIDEOFTHEEXCAVATIONSLOPEOFSUBGRADESLOPE,SLOPEOREMBANKMENTABOVETHEAPPROPRIATELOCATIONITSROLEISTOINTERCEPTTHEROADBEDABOVETHEFLOWOFSUBGRADESURFACEWATER,REDUCETHEBURDENOFSIDEDITCHWATER,THEPROTECTIONOFTHEEXCAVATEDSLOPEANDFILLSLOPEWATEREROSIONANDDAMAGE2,TOPREVENTMUDPUMPINGFROSTHEAVEDRAINAGEREDUCTIONPATHBASEDTOPSURFACESTRESSINSTANTNOODLESLAYERCONSTRUCTIONIMPROVEPAVEMENTSTRUCTUREBEARINGCAPACITYANDPROLONGTHESERVICELIFEOFTHEPAVEMENT3,PAVEMENTROUGHNESSTEMPERATUREOFPAVEMENTASPHALTQUALITYANDAGGREGATESIZEANDPROPERTIESOFASPHALTAGGREGATERATIO4,THECONSTRUCTIONOFTHESUPPORTDEFORMATION,DISPLACEMENT,JOINTSANDUNLOADINGEQUIPMENTANDTHECOMPRESSIONOFTHESUPPORTOFTHESETTLEMENTOFTHEFOUNDATIONOFTHEOBSERVATION,SUCHASTHEDISCOVERYOFMORETHANTHEALLOWABLEVALUEOFTHEDEFORMATION,CHANGE,SHOULDBETIMELYTOTAKEMEASURESTOADJUST5,1THEANCHORCONCRETEMUSTBECOMBINEDWITHTHEROCKMASSWELL,ITISBETTERTOUSETHEMICROEXPANSIONCONCRETE,PREVENTTHECONCRETESHRINKAGEANDTHEROOFROCKSEPARATION2AFTERTHEPOURINGOFCONCRETE,CONCRETECURINGMEASURESMUSTBETAKENTOENSURETHEQUALITYOFCONCRETE3THEREQUIREDDRAINAGEANDVENTILATIONCONDITIONSFIVE,COMPREHENSIVEANALYSIS1,THEEFFECTOFCEMENTSTABILIZEDSOILBASETRANSVERSECRACKINGOFTHEMAINFACTORSARE1SOILGRADATION2THECONTENTOFCLAYPARTICLESINSOIL3FINEGRAINEDSOILPLASTICITYINDEX4CEMENTDOSE5COMPACTEDMIXTURECONTAININGWATER6HEALTHCONDITIONSSUCHASMOISTUREMEASURES,CURINGTEMPERATUREANDTIME7CURINGPERIODAFTEREXPOSURETIMETOMINIMIZESHOULDTAKETHEFOLLOWINGMEASURESTOTRYTOREDUCETHETRANSVERSECRACK1THEGOODAGGREGATEGRADATIONTOENSURETHATAGGREGATEGRADATIONINTHESPECIFICATIONRANGE,GRADATIONCURVEISASMOOTHCURVE,THECOARSEAGGREGATECONTENTSHOULDPARTIALCEILING,FINEAGGREGATECONTENTBIASLIMIT,ANDSTRICTLYCONTROLTHEFINEGRAINEDSOILCONTENTANDPLASTICITYINDEX2INENSURINGCOMPRESSIVESTRENGTHTOMEETTHEREQUIREMENTSOFTHECEMENTDOSE3TOSTRICTLYCONTROLTHEMIXTURECOMPACTIONWATERCONTENTISLESSTHANTHEOPTIMUMWATERCONTENT4TIMELYMOISTURECURINGOFSEVENDAYSORMORE5CURINGPERIODORUNEQUALSEVENDAYSOFHEALTHENDASSOONASPOSSIBLE,PAVINGTHETOPLAYER,ORASSOONASPOSSIBLECONSTRUCTIONUNDERSEAL2,FORTHEDEVIATIONOFTHEPROCESSINGANDADJUSTMENTOFTHECABLEFORCE,THECOMMONLYUSEDMETHODSARE1ATENSIONMETHODINTHECOURSEOFCONSTRUCTION,EACHCABLETENSIONTOTHEDESIGNCABLEFORCEISNOLONGERREPEATEDTENSIONFORTHECONSTRUCTIONOFBEAMENDDEFLECTIONANDHORIZONTALDISPLACEMENTATTHETOPOFTOWERDEVIATIONWITH
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