第1題Thethreedifferentevolutionstagesofslopedeformationandfailureare()ASlopedeformationBSlopefailureCLandslideDPost-failuremovement正確答案：ABD第2題Slopecomponentsinclude()ACrownBShoulderCFaceDToe正確答案：ABCD第3題ThebasictypesofD.Varnes'slopefailureare()AFallBToppleCDebrisflowDSlide正確答案：ABD第4題Artificialslopehazardscanbedividedintomineandnon-mineones.()第5題Slopedestabilizationreferstothephenomenonofadownwardslopeslidingundertheactionofgravityandotherfactors,andthesubsequentchangesofgeomorphicfeature.()第1題Externalfactorsofslopefailuredonotinclude()ARainfallBGroundstressCEarthquakeDWeathering第2題Accordingtotheirgenesis,rockscanbeclassifiedas()AMagmatiteBMetamorphiteCSedimentaryDMarl正確答案：ABC第3題Thewateraffectingslopestabilitycomesfrominsideand/oroutsidetheslope.()第4題Thewaterinrockandsoilincludesboundwaterandfreewater,andthelattercanbedividedintocapillaryandgravitywater.()第5題Onceformed,thethreetypesofrocksarefixedandnotinterconvertible.()Chapterassignment第1題Whichofthefollowingmethodsdoesnotbelongtothequalitativeanalysisofslopestability?()AEngineeringgeologyanalogyBLimitequilibriumCGeologicalanalysisDSlopestabilityexpertsystem第2題Themethodsuitableforthepreliminaryidentificationoftherockslopestabilitywithcomplexstructureplanecombinationis()AEngineeringgeologicalanalogyBStereographicprojectionCLimitequilibriumDSloperatioing第3題Whichofthefollowingmethodsbelongtoquantitativeanalysis?()ANumericalanalysisBLimitequilibriumCSloperatioingDProbabilitydesign正確答案：ABD第4題Slopedesignshouldbebasedonthemountainrelieftopreventexcessiveexcavationandfilling,i.e.avoidhighroadbedfillingandhighsteeproadcut.()第5題IfthecalculatedvalueofslopesafetyfactorF>1,theslopedoesnotdamagesurely.()Chapterassignment第1題WhichofthefollowingstatementsdoesnotbelongtotheassumptionofSwedishslicemethod?()AThesliceisarigidbody,thatis,thedeformationofslidingsoilisnotconsideredBTheslidingsurfaceisacirculararcCIttakesnoaccountofthetangentialforcebetweentheslicesandtheactingpointofthenormalforcebetweentheslicesislocatedinthemiddleofthesliceDAllsliceshavethesamesafetyfactor第2題ThecalculationprocessofBishopmethodissimpleandtheresultisquiteaccuracy.Whichofthefollowingcorrelativestatementsiswrong?()AThetangentialforcebetweenslicesisnotconsideredBWhenthedipangleofthesliceslidingsurfaceisnegative,theBishopmethodisnolongerapplicable,anditisnecessarytochangethenegativeintopositiveCIfmαi<0.2foranyslice,alargeerrorwouldresultinthecalculationofsafetyfactorFDThesafetyfactorofslopecalculatedbyBishopmethodisclosetothatbyMorgenstern-Pricemethodwithgenerallyonly3%~4%ofdifference第3題Whichofthefollowingdescriptionsaboutgenerallimitequilibrium(GLEmethod)arecorrect?()AThetangentialforceXandthenormalforceEoftheslicehaveafunctionalrelationX=λf(x)EBTheslicemeetstheforcebalanceandtheentiretymeetsthemomentbalanceCGLEcoversmostlimitequilibriummethods,includingBishopmethodandSwedishslicemethodDGLEisonlyapplicabletoarcslidingsurfaceandblockslidingsurface正確答案：ABC第4題Themethodsthatconsidertheintersliceforceare()ASwedishslicemethodBBishopsimplifiedmethodCMorgenstern-PricemethodDGenerallimitequilibriummethod正確答案：BCD第5題Bishopsimplifiedmethodconsidersboththenormalandtangentialforcesbetweentheslices.()Chapterassignment第1題Whoisthescholarthatproposedtheimbalancedthrusttransfermethod?()AChenZuyuBXuBangdongCGeXiurunDTerzaghi第2題Inthelightoftheformingprocessoftoppling,whichofthefollowingmodesdoesnotbelongtotopplingfailure?()AFlexuraltopplingBBlocktopplingCBlock-flexuretopplingDCollapsetoppling第3題ThebasicprincipleoftheGoodman-Braymethodistodividetheslopefromtoptobottominto()accordingtotherockblocksunderdifferentstressstates.()AStable,topplingandslidingzonesBStable,topplinganddamagezonesCStable,damageandslidingzonesDCrack,topplingandslidingzones第4題Whentheangleoftheintersectinglineoftwostructureplanesisgreaterthantheapparentdipangleoftheslopesurfaceandgreaterthantheaverageinternalfrictionangleoftheplanes,theslopecanproducewedgesliding.()第5題Theimbalancedthrusttransfermethodusuallydividestheslidingbodyintoaseriesofverticalblocksinaccordancewiththeactualsituationofthebedrocksurfaceanddeemsthatthesafetyfactorofeachblockisequaltothatoftheslope.()Chapterassignment第1題Tocountthenumberofstructureplanesintermsofsurveylinesfromthefollowingfigure,thecorrectresultis()AA>B>CBACB>A>CDB第2題Ofthefollowingstatementsabouttheelementsofstereographicprojection,whatarethecorrectones?()ATheprojectionsphereisonewithanarbitraryradiusBThegreatcirclewheretheequatorialplaneintersectstheprojectionsphereiscalledthebasecircleCThebasecircleismarkedwitheast-westandnorth-southdiameterlinesDThepointscorrespondingtothenorthandsouthpolesarecalledpolarpoints正確答案：ABCD第3題Bythefigurebelowshowingthegreatcirclewiththeupperhemisphereprojection,thestructureplaneoccurrencerepresentedbypoleAis()AStrikeN50°W,pronenessNE,dip70°BStrikeN40°E,pronenessSW,dip20°CProneness50°,dip20°DProneness40°,dip70°正確答案：AD第4題Polesarecommonlyusedtorepresenttheoccurrenceofstructureplanesinrockmass,andeachpolestandsforthenormalstereographicprojectionofastructureplane,namely,denotesthestructureplane.()第5題ThesoftwareDIPScanqualitativelyanalyzethefailuremodesofslopesuchasplaneslide,topplingandwedgesliding.()Chapterassignment第1題FLAC3Dasaruleprovidesthreecommonlyusedmaterialmodels,namelyemptymodelgroup,elasticmodelgroupandplasticmodelgroup.Whichofthefollowingitemdoesnotbelongtoplasticmodel?()ADrucker-PragermodelBOrthogonalisotropicmodelCMohr-CoulombmodelDStrainhardening/softeningmodel第2題Theadvantageofthediscreteelementmethodis()AItissuitableforsimulatingthedeformationandfailureprocessofdiscreterockmassunderquasi-staticordynamicconditionsBItcanbeusedtoanalyzeproblemsofdeformation,seepage,consolidation,rheology,dynamicsandtemperature,etcCItcanbeusedtosolvenonlinearandanisotropicmaterialsDItcanadapttocomplexboundaryconditions第3題Amongthemethodsasnumericalanalysisclassification,thosebasedoncontinuuminclude()ABoundaryelementmethodBParticlediscreteelementmethodCFinitedifferencemethodDFiniteelementmethod正確答案：ACD第4題Asoneofthemostwidelyusednumericalanalysismethodsinslopeengineeringatpresent,finiteelementhasthemainadvantagesof()ABeingcapableofsolvingheterogeneousproblemBBeingcapableofsolvingnonlinearandanisotropicmaterialsCBeingdifficultytoadapttocomplexboundaryconditionsDBeingapplicabletoanalyzeproblemsofdeformation,seepage,consolidation,rheology,dynamicsandtemperature,etc正確答案：ABD第5題TheMohr-CoulombmodelbelongstotheelasticmodelgroupofthecommonlyusedmaterialmodelsusedinFLAC3D.()Chapterassignment第1題TheclassificationmethodofrockmassadoptedinChina's"Standardforengineeringclassificationofrockmass(GB/T50218)"is()AClassificationMethodofRockMassBasicQualityIndex(BQ)BGeomechanicalRockMassRating(RMR)CGeologicalStrengthIndexClassification(GSI)DRQDmethod第2題Theshearstrengthofthesoilisrelatedtothepropertiesofthesoilandthemostimportantfactorrelatedtothetestis()AShearrateBStressstateCStresshistoryDDrainageconditions第3題ThebasicfactorsconsideredinthecalculationformulaofBarton'sstructureplaneshearstrengthinclude()ANormalstressofstructureplaneBRoughnesscoefficientofstructuresurfaceCConnectivityrateofstructureplaneDCompressivestrengthofrockonstructurewalls正確答案：ABD第4題Theclassificationindexofrockmassgeomechanicalclassification()includes()ARockblockstrengthBRQDCJointspacingandjointconditionDGroundwater正確答案：ABCD第5題TheroughnesscoefficientJRCofthediscontinuityvariesgenerallybetween0and20.()Chapterassignment第1題Whichofthefollowingtermisnottheprincipleofslopeprotection?()AActingaccordingtocircumstanceBMakinguseoflocalresourcesCGivingprioritytotechnologyDBeingeconomicallyconvenient第2題Whichitembelowdoesnotbelongtoslopecontrolmeasures?()ALiningBSlopeprotectionCAnti-slideretainingDSlopedraining第3題Whatofthefollowingtypesareincludedinthethin-walledbulkheads?()ACantileverbulkheadBWeight-balancedbulkheadCDragginganchoroverhandbulkheadDCounterfortbulkhead正確答案：AD第4題Whichofthefollowingdescriptionsaboutslopeprotectionmethodsandconditionsofapplicationarecorrect?()AMortarinjectingandshotcretingaresuitableforrockslopewithwell-developedfissureandjointBMortarrubbleprotectionissuitableforrockslopenotinexcessof1:1gradientCGeosyntheticmaterialprotectionissuitableforsoilslopethatispronetoweatheringDShotcretingincombinationwithrockboltsandwiremeshissuitableforseverelyweathered