Rock Strata Control Simulation Technology知到智慧樹(shù)章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第1頁(yè)
Rock Strata Control Simulation Technology知到智慧樹(shù)章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第2頁(yè)
Rock Strata Control Simulation Technology知到智慧樹(shù)章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第3頁(yè)
Rock Strata Control Simulation Technology知到智慧樹(shù)章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第4頁(yè)
Rock Strata Control Simulation Technology知到智慧樹(shù)章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第5頁(yè)
已閱讀5頁(yè),還剩9頁(yè)未讀, 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說(shuō)明:本文檔由用戶(hù)提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

RockStrataControlSimulationTechnology知到智慧樹(shù)章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)第一章單元測(cè)試

Stratacontrolsimulationtechnologyisdividedintolaboratoryequivalentmaterialsimulationandnumericalsimulation.()

A:對(duì)B:錯(cuò)

答案:對(duì)Thesimilaritysimulationmethodhastheadvantagesofintuitionistic,simple,economical,rapidandshortexperimentperiod.()

A:錯(cuò)B:對(duì)

答案:對(duì)Miningengineersaremoreconcernedabouttheproblemcanbebasicallydividedintotwocategories:thecontrolofthesurroundingrockandthecontrolproblemoftheroadway’ssurroundingrock.()

A:對(duì)B:錯(cuò)

答案:對(duì)Simulationresearchhascertainlimitations,becausethemechanicalpropertiesofrockmassandthelawoforepressureactivityarecomplicated,anditisdifficulttosimulatethemcompletelyandaccurately.()

A:對(duì)B:錯(cuò)

答案:對(duì)Whatarethecharacteristicsofsimilarsimulationtechnology().

A:AccuracyB:ObjectivityC:IntuitiveD:Takealongtime

答案:IntuitiveWhichofthefollowingisnotacommonnumericalmethod().

A:ThefiniteelementmethodB:FinitedifferencemethodC:TheinfiniteelementmethodD:Theboundaryelementmethod

答案:TheinfiniteelementmethodInthesimulationstudyofrockformationcontrol,thefollowingoptionisnottheroleofsimulationexperiment().

A:TosolvesomerockmasspressureproblemswhichcannotbesolvedbytheoreticalanalysismethodatpresentB:ItprovidesvaluablereferencedataforindustrialtestC:AccurateandcompletesimulationoforepressureactivityD:Savemanpower,materialresourcesandworkinghours

答案:AccurateandcompletesimulationoforepressureactivityWhichofthefollowingisnotanindicationoftheimportanceofphysicalsimulationtechniques().

A:PhysicalsimulationtechnologycanaccuratelyandcompletelysimulatethelawoforepressureactivityB:Numericalsimulationresultsoftenneedtobecomparedorverifiedwithsimilarsimulationresults.C:Solvespecificcomplexproblems.D:Moderntechnologyrepresentedbyelectroniccomputersmakesphysicalsimulationtechnologymorereliable.

答案:PhysicalsimulationtechnologycanaccuratelyandcompletelysimulatethelawoforepressureactivityInrecentyears,withthecontinuousimprovementofengineeringdesignandscientificresearchrequirementsandtherapiddevelopmentofcomputercomputingcapability,numericalmechanicalanalysishasbecomeaconventionalmeanstosolvecomplexengineeringanalysisproblems.Itsmainfunctionsareshowninthefollowingaspects().

A:IncreasedengineeringandproductcostsB:TostudytheinternalmechanicsmechanismofengineeringproblemsC:IdentifypotentialproblemsduringtheengineeringandproductdesignphasesD:Increasedengineeringandproductreliability

答案:Tostudytheinternalmechanicsmechanismofengineeringproblems;Identifypotentialproblemsduringtheengineeringandproductdesignphases;IncreasedengineeringandproductreliabilityIncivilengineering,transportation,miningengineering,waterconservancyandhydropowerandotherfields,thematerialsinvolvedhave()andothercharacteristics.

A:scarcityB:TheirregularityofgeometricformsC:SpeciesdiversityD:Mediumformpluralism

答案:Theirregularityofgeometricforms;Speciesdiversity;Mediumformpluralism

第二章單元測(cè)試

Accordingtothecharacteristicsofsimilarityphenomenon,similaritycanbedividedintophysicalsimilarityandmathematicalsimilarity.()

A:對(duì)B:錯(cuò)

答案:對(duì)Themodelisanartificiallyshapedentityinthelaboratoryforstudyingthemechanicalpropertiesoftheprototype,whichisanapproximationoftheprototype.()

A:錯(cuò)B:對(duì)

答案:對(duì)Physicalphenomenaandlawsarerelatedtotheunitsofmeasurementchosen.()

A:對(duì)B:錯(cuò)

答案:錯(cuò)Thefirsttheoremofsimilarityandthesecondtheoremofsimilarityarethepropertiesaftersimilarity,whicharesufficientconditionsforsimilarityofphenomena.()

A:對(duì)B:錯(cuò)

答案:錯(cuò)Whenusing()toguidemodelresearch,thefirstimportantthingistoderivethesimilaritycriterion.

A:SinglevaluedconditionB:ThesecondtheoremofsimilarityC:ThethirdtheoremofsimilarityD:Thefirsttheoremofsimilarity

答案:ThefirsttheoremofsimilarityWhichofthefollowingdoesnotbelongtothecategoryofgeometricsimilarity().

A:bulkdensityB:LengthC:volumeD:area

答案:bulkdensityWhichofthefollowingdoesnotbelongtothebasicdimensionunitofaqualitysystem().

A:[F]B:[T]C:[L]D:[M]

答案:[F]Thesimilaritycriterioncanberegardedas().

A:invariantB:1C:constantD:variable

答案:invariantWhichofthefollowingisthefundamentaldimensionunitofaforcesystem().

A:[L]B:[M]C:[F]D:[T]

答案:[L];[F];[T]Thefollowingbelongingtothecategoryofsingle-valuedconditionsare().

A:GeometricconditionsB:boundaryconditionsC:initialconditionsD:mediumconditions

答案:Geometricconditions;boundaryconditions;initialconditions;mediumconditions

第三章單元測(cè)試

Claycanbeusedasbothaggregateandcementingmaterial.()

A:錯(cuò)B:對(duì)

答案:對(duì)Themechanicalpropertiesofmaterialscanbechangedbychangingtheratioofmaterials.()

A:對(duì)B:錯(cuò)

答案:對(duì)Thelargertheparticlesizeofsand,thesmallerthestrengthandelasticmodulusofthematerial.()

A:錯(cuò)B:對(duì)

答案:錯(cuò)Calciumcarbonateisaplasticmaterial.()

A:對(duì)B:錯(cuò)

答案:錯(cuò)CoarsemicawithadiameterofD=1.4~5mmshouldbeusedforthesimulationofweaksurfacessuchasinterlayercracksandjoints.()

A:錯(cuò)B:對(duì)

答案:對(duì)Thefollowingmaterialsthatarenotaggregateare().

A:LimeB:MicapowderC:PowderedironD:tailings

答案:LimeWhatcanbeusedtoincreasetheplasticityofthematerial().

A:asphaltB:DiatomiteC:resinD:clay

答案:clayFinemicawithdiameterd=()mmshouldbeusedforseparationofmicapowder().

A:0.3~0.5B:0.1~0.3C:0.5~0.7D:0.7~0.9

答案:0.3~0.5Thefollowingmaterialsarethecementingmaterials().

A:gypsumB:cementC:liquidglassD:kaolinclay

答案:gypsum;cement;liquidglass;kaolinclayWhatarethedisadvantagesofgypsummaterials().

A:Easytoabsorbmoisture,materialstrengthwillbereducedB:UnstableperformanceC:Thestrengthofsimilarmaterialsissensitivetogypsumdosage,whichisnoteasytocontrolD:hardtoobtain

答案:Easytoabsorbmoisture,materialstrengthwillbereduced;Thestrengthofsimilarmaterialsissensitivetogypsumdosage,whichisnoteasytocontrol

第四章單元測(cè)試

Fortheresearchobjectofminerockpressure,themainloadisself-weightstress,followedbytectonicstress.()

A:錯(cuò)B:對(duì)

答案:對(duì)Themodelframeisusuallycomposedofmainstructure,loadingsystemandmeasuringsystem.()

A:對(duì)B:錯(cuò)

答案:對(duì)Planemodelcanbedividedintoplanestressmodelandplanestrainmodelaccordingtodifferentconstraintsonbothsides.()

A:錯(cuò)B:對(duì)

答案:對(duì)Themodelislayeredwithmicapowdertoabsorbmoisture.()

A:錯(cuò)B:對(duì)

答案:錯(cuò)Inthestudyofthree-dimensionalproblemsinundergroundspace,need().

A:swivelmodelframeB:three-dimensionalmodelframeC:PlanestressmodelframeD:Planestrainmodelframe

答案:three-dimensionalmodelframeFortheresearchobjectofminerockpressure,themainloadis().

A:self-weightstressB:CompressivestressC:tectonicstressD:Tensilestress

答案:self-weightstressThenextstepofagitationinmakingthemodelis().

A:materialratioB:MeasurementC:InstallationtemplateD:Loading

答案:InstallationtemplateWhenthemoisturecontentisreducedtomakethemechanicalpropertiesofthematerialstable,themodelexcavationorcuttingcanbecarriedoutonlyafterthehumidityislessthan().

A:30%B:10%C:20%D:40%

答案:20%Atpresent,themodelframeusedinChinais().

A:PlanestressmodelframeB:three-dimensionalmodelframeC:swivelmodelframeD:Planestrainmodelframe

答案:Planestressmodelframe;three-dimensionalmodelframe;swivelmodelframe;PlanestrainmodelframeFortheresearchobjectofminerockmasspressure,theloadtobeconsideredis().

A:CompressivestressB:self-weightstressC:TensilestressD:tectonicstress

答案:self-weightstress;tectonicstress

第五章單元測(cè)試

Itisnecessarytocomprehensivelyconsiderthestress,strainandfailureofrockmassandrelatedstructuresinordertofullyunderstandtherelevantlawswhenstudyingsimulationmodels.()

A:錯(cuò)B:對(duì)

答案:對(duì)Thedisadvantageofthemechanicalmethodisthattheequipmentistoocomplicated.()

A:對(duì)B:錯(cuò)

答案:錯(cuò)Resistancestraingaugeisthemaincomponentofelectricalmeasurementmethod.()

A:對(duì)B:錯(cuò)

答案:對(duì)Moiremethodisanewmethodofexperimentalstressanalysis.Itisanopticalmethodtomeasurethedisplacementfieldandstrainfieldbyusingtwogroupsofgratinginterferencetogeneratedisplacementmap.()

A:對(duì)B:錯(cuò)

答案:對(duì)Whichofthefollowingisnotatypeofmeasurementmethod().

A:MechanicalmethodB:instrumentalmethodC:PhotometricmethodD:Electrometricmethod

答案:instrumentalmethodWhichofthefollowingoptionsshouldnotbeconsideredintheselectionofresistancestraingauge.()

A:HardnessofmaterialB:MeasuretheworkingconditionoftheobjectC:StaticordynamicloadD:Long-termobservationorshort-termmeasurement

答案:HardnessofmaterialWhichofthefollowingmethodsismechanical?()

A:levelinstrumentmeasurementmethodB:lasermeasurementmethodC:DialindicatormethodD:photographicdisplacementmethod

答案:DialindicatormethodWhichofthefollowingisnotanadvantageoftheelectricalmethod?()

A:continuousmeasurementandrecordingformanytimesB:easytointerfacewithall-purposeinstrumentsandsignalprocessingequipmentC:highmeasurementaccuracyD:Simpleequipment

答案:SimpleequipmentWhatarethefollowingaspectsobservedinthemodel?()

A:Measurementofmodeldeformation(relativedisplacement)B:MeasurementofinternalstressofthemodelC:MaximumloadvalueofsupportD:Measurementofabsolutedisplacementofthemodel

答案:Measurementofmodeldeformation(relativedisplacement);Measurementofinternalstressofthemodel;MeasurementofabsolutedisplacementofthemodelWhataretheadvantagesofthemechanicalmethod?()

A:needofpowersupplyB:simpleequipmentC:stabilityandsecurityD:strongabilitytoresistexternalinterference

答案:simpleequipment;stabilityandsecurity;strongabilitytoresistexternalinterference

第六章單元測(cè)試

Generallyspeaking,inthestageofcoalseammining,thefirstpressingstepofsinglekeystratumislessthanthatofcompositekeystratum.()

A:對(duì)B:錯(cuò)

答案:對(duì)Theequivalentmaterialmodeltestsystemconsistsoftwoparts:arigformodeltestsandatestanddataacquisitionsystem.()

A:對(duì)B:錯(cuò)

答案:對(duì)Metalstrainsensorscannotmonitorlongitudinalhorizondisplacement.()

A:對(duì)B:錯(cuò)

答案:錯(cuò)Inthesimulationexperiment,plasticfilmscanbeplacedonbothsidesofthemodelframetoreducefriction.()

A:對(duì)B:錯(cuò)

答案:對(duì)thecompositekeystratumisdividedintothemainkeystratumandtheinferiorkeystratum,andtheruptureoftheinferiorkeystratumislaterthanthatofthesinglekeystratum.()

A:錯(cuò)B:對(duì)

答案:對(duì)Dyesshouldnotbeusedtodistinguishrockformations.()

A:錯(cuò)B:對(duì)

答案:錯(cuò)Ifthesimulatedstratumthicknessislessthan()m,acomprehensiveselectionshouldbemade:().

A:0.4B:0.2C:0.3D:0.1

答案:0.3Theaveragebulkdensityofthemixtureofsandasaggregateandgypsumandlimeascementis()g/cm3.

A:2.7B:2.4C:2.5D:2.6

答案:2.5Selectsimilarmaterialsbasedonthefollowingprinciples().

A:Afterchangingtheratio,themechanicalindexcanbegreatlychangedforselectionB:ThemainphysicalandmechanicalpropertiesofthemodelmaterialsaresimilartothecorrespondingpartsoftheprototypematerialsC:ConvenientformanufacturewithshortsettingtimeandsimplelayingD:Themechanicalindexisstable,andthemechanicalpropertieswillnotchangebecauseofchangesinatmospherictemperatureandhumidity

答案:Afterchangingtheratio,themechanicalindexcanbegreatlychangedforselection;Themainphysicalandmechanicalpropertiesofthemodelmaterialsaresimilartothecorrespondingpartsoftheprototypematerials;Convenientformanufacturewithshortsettingtimeandsimplelaying;Themechanicalindexisstable,andthemechanicalpropertieswillnotchangebecauseofchangesinatmospherictemperatureandhumidityModelmonitoringinstrumentsmainlyinclude().

A:digitalhighspeedstraingaugeB:modelplaneC:displacementmeterD:metalstrainsensors

答案:digitalhighspeedstraingauge;displacementmeter;metalstrainsensors

第七章單元測(cè)試

numericalanalysismethodsmainlyincludeanalysisofcertaintymethodsandanalysisofuncertaintymethods.()

A:錯(cuò)B:對(duì)

答案:對(duì)Boundaryelementmethod(BEM)isanaccurateandeffectivemethodforengineeringnumericalanalysis.()

A:對(duì)B:錯(cuò)

答案:對(duì)Discreteelementmethodcannotsolvethree-dimensionalproblems.()

A:錯(cuò)B:對(duì)

答案:錯(cuò)Finitedifferencemethodismoreefficientthanfiniteelementmethod.()

A:錯(cuò)B:對(duì)

答案:對(duì)Whichofthefollowingisnotanondeterministicanalysismethod().

A:GreysystemtheoryB:ThediscreteelementmethodC:NeuralnetworkmethodD:Timeseriesanalysis

答案:ThediscreteelementmethodWhichofthefollowingiswrongaboutUDEC().

A:TheUDECcalculationpreparationprocessiscomplexB:BlockscandeformC:UDECcanbeusedinmilitaryactivitiesD:Theblockcanberigid

答案:TheUDECcalculationpreparationprocessiscomplexWhichofthefollowingisnottheapplicationareaoffiniteelementmethod().

A:entertainmentB:biomedicalC:PlateandshellproblemsD:Civilengineering

答案:entertainmentWhichofthefollowingsoftwareisnotbasedondiscreteelementmethod().

A:UDECB:ANSYSC:BLOKS3DD:PFC2D/3D

答案:ANSYSContinuousmediaanalysismethodsmainlyinclude().

A:FinitedifferencemethodB:FiniteelementmethodC:TheboundaryelementmethodD:Noelementmethod

答案:Finitedifferencemethod;Finiteelementmethod;Theboundaryelementmethod;NoelementmethodThemainstepsoffiniteelementmethodtosolvetheprobleminclude().

A:Solvingelementstressandstrain,resultprocessinganddisplayB:Loadshifting,boundaryconditionprocessing,solvinglinearequationC:Structurediscrete,unitanalysis,integralanalysisD:Problemdiscussionandsolution

答案:Solvingelementstressandstrain,resultprocessinganddisplay;Loadshifting,boundaryconditionprocessing,solvinglinearequation;Structurediscrete,unitanalysis,integralanalysis

第八章單元測(cè)試

Sincethenecessaryinformationinputfordesignpredictionislimited,geotechnicalnumericalmodelsaremainlyusedtoexplainthemechanicalmechanismsaffectingthesystemcharacteristicsandtoperformsimpleexploratorycalculationsforengineeringdesign.()

A:對(duì)B:錯(cuò)

答案:對(duì)Onceblockcuttingiscompleted,materialpropertiesmustbeassignedtoallblocksanddiscontinuities.()

A:錯(cuò)B:對(duì)

答案:對(duì)Boundaryforcesandstressescanbeappliedtotheboundariesofrigidanddeformablebodies,butvelocity(displacement)boundariesapplyonlytorigid.()

A:錯(cuò)B:對(duì)

答案:錯(cuò)Itisveryeasytodeterminewhetherthestressstateformedinthejointmodelrepresentstheinitialstate.()

A:對(duì)B:錯(cuò)

答案:錯(cuò)Thebasiccommandsforcuttingblocksaremissing().

A:CRACKB:JSETC:ARCD:ROUND

答案:ROUNDThesystemunitofDensityis().

A:NB:kg/m3C:PaD:m/sec2

答案:kg/m3Themore()thefilletlengthis,themore()theinitialunbalanceforceis.().

A:Big,bigB:Small,bigC:Big,smallD:Small,small

答案:Big,big()Changetheblocktoisotropicelasticcharacteristics;()changestheblocktomoore-Coulombmodelandconsiderstheplasticproperties.().

A:Cons=1Cons=0B:Cons=0Cons=1C:Cons=0Cons=3D:Cons=1Cons=3

答案:Cons=1Cons=3Themostefficientplasticmodelis().

A:DoubleyieldmodelB:M-CmodelC:Strainsoftening/hardeningM-CmodelD:D-Pmodel

答案:M-Cmodel;D-PmodelInwhichcaseUDECwilltakealongtimetoconverge:().

A:TherigiditiesorpropertiesoftheblockmaterialandthejointmaterialarequitedifferentB:Thereisabigdifferenceinblockorunitsize.C:ThereislittlecontrastbetweenthestiffnessorpropertiesofblockmaterialandjointedmaterialD:Thereisasmalldifferenceinblockorcellsize

答案:Therigiditiesorpropertiesoftheblockmaterialandthejointmaterialarequitedifferent;Thereisabigdifferenceinblockorunitsize.

第九章單元測(cè)試

Accordingtotheconstitutiverelationofblockandjoint,theattributeparametersneededfornumericalcalculationaredetermined,andthemechanicalparametersoftheinterfacebetweenoverburdenrockandcoal-rockstratumaredeterminedaccordingtothephysicalandmechanicaltestdatainlaboratoryandfield.()

A:對(duì)B:錯(cuò)

答案:對(duì)Becausethenumericalsimulationiscarriedoutincomputersoftware,thereisnoneedtodeterminethedensitysimilarityratioandstresssimilarityratio.()

A:錯(cuò)B:對(duì)

答案:對(duì)Whenthenumberoflayerslaidbythephysicalsimilaritymodelreachesthesurfacedirectly,noadditionalforceisrequired.()

A:錯(cuò)B:對(duì)

答案:對(duì)Thegeometricsimilarityratioofnumericalsimulationis1:1.()

A:錯(cuò)B:對(duì)

答案:對(duì)Physicalsimilaritysimulationandnumericalsimulationarethesameinthematerialcollectionstep.()

A:對(duì)B:錯(cuò)

答案:對(duì)Innumericalsimulation,themodelboundaryeffectshouldbeconsideredandsaintVenant'sprincipleused.()

A:錯(cuò)B:對(duì)

答案:對(duì)Horizontalstresscalculationisusuallyexpressedbymultiplyingthelateralpressurecoefficientby()whenhorizontalconstraintsareappliedtotheleftandrightboundariesofthemodel.

A:ThetangentialstressB:GravitystressC:PrincipalstressD:Theverticalstress

答案:T

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶(hù)所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶(hù)上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶(hù)上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶(hù)因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

評(píng)論

0/150

提交評(píng)論