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1、ApplicationofSetPairAnalysisonRockandSoliSlopeStabilityEvaluation
BasedonCombinationWeightingGameTheoryAbstractThestabilityofrockslopeisaffectedbynaturalandhumanthathasthecharacteristicsmultidimensional,nonlinearityandlackofsamples.Therearegreathiddendangerstothesafety
2、ofpeople'slifeandproperty.Itisanurgentneedtoaccuratelyevaluatethestabilityofrockslope.Projectriskanalysistheoryisbasedontheslopeengineeringinvariousuncertaintyfactors,consideringtheinstabilityprobabilityandlossprobability,isanewresearchdirectionoftheslopeengineeringsta
3、bilityevaluationandmethods.Becauseit’sstillindevelopingstage,theapplicationinthegeotechnicalengineeringfieldcompletelystillhasalotofdifficulties.Thisarticleisbasedonthescientificresearchprojectofhumanprovincedepartmentofeducation"theoryandapplicationresearchonriskanaly
4、sisofslopeengineering(12C0366)"asthefoundation,in-depthstudiedtheriskofrockslopestabilityanalysis.1.Systematicanalyzedtheresearchandapplicationofengineeringriskanalysistheory,expoundedriskidentification,riskanalysis,riskassessment,riskcontrolconcept,andsummarizedthemet
5、hodscommonlyusedineachstage.Reviewedandanalyzedtheresearchstatusonslopeengineeringriskanalysisathomeandabroad.Summarizedandanalyzedtheslopestabilityevaluationmethodscommonlyused,andpointedouttheuseofmethodsandtheiradvantagesanddisadvantages.2.Basedonadetailedstudyofthe
6、relatedliterature,andanalyzedtheinfluencefactorsofrockslopestability.Startingfromtheslopegeologicalfactorsandexternalfactors,analyzestherolemechanismofvariousfactorsonthestabilityofrockandsoilslopesandtheircharacteristics.Bycomprehensivelyconsideringthevariousfactorsaf
7、fectedtherockslopes,sevenparametersincludingthecharacteristicsofSlopeheight,slopeangle,slipsurfaceangle,cohesion,internalfrictionangle,rockmechanicsclassification,seismicintensityareselectedastheindexesforevaluationandestablishedthelevelofevaluationstandard.II万方数据3Invi
8、ewofmultipleuncertaintyfactorsinfluencingtheslopestability,thesetpairanalysisevaluationmodelbasedoncombinationweighti