阳江上水库碾压混凝土重力坝深层抗滑稳定分析-豆柴文库

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阳江上水库碾压混凝土重力坝深层抗滑稳定分析
Title:AnalysisofDeep-seatedAntislipStabilityofRoller-compactedConcreteGravityDaminYangjiangReservoir
Abstract:
Thestabilityanalysisofroller-compactedconcrete(RCC)gravitydamplaysacrucialroleinensuringthesafetyandreliabilityofreservoiroperations.Thisstudyinvestigatesthedeep-seatedantislipstabilityoftheRCCgravitydaminYangjiangReservoir.Theobjectiveistoanalyzetheresistancetoslidingforcesalongpotentialslidingsurfacesandassesstheoverallstabilityofthedam.Theanalysisisbasedontheprinciplesoflimitequilibriumandfactorssuchasdamgeometry,materialproperties,andwaterreservoirconditions.
1.Introduction:
1.1Background
1.2Objective
1.3Significanceofthestudy
1.4Overviewofthepaper
2.LiteratureReview:
2.1RCCgravitydamconstructionanddesign
2.2Factorsaffectingdamstability
2.3Analysismethodsforstabilityevaluations
2.4PreviousstudiesonthestabilityofRCCgravitydams
3.Methodology:
3.1DescriptionoftheRCCgravitydaminYangjiangReservoir
3.2Datacollectionandsiteinvestigation
3.3Limitequilibriumanalysisforstabilityassessment
3.4Calculationofslidingforcesandtheirresistance
3.5Evaluationofoverallstability
4.ResultsandDiscussions:
4.1Descriptionofpotentialslidingsurfaces
4.2Analysisofslidingforces
4.3Resistancetoslidingforces
4.4Overallstabilityanalysis
4.5Sensitivityanalysisofkeyparameters
5.Conclusion:
5.1Summaryoffindings
5.2Implicationsfordamdesignandconstruction
5.3Recommendationsforfurtherstudies
6.References:
Thispaperaimstoprovideanin-depthanalysisofthedeep-seatedantislipstabilityofaroller-compactedconcretegravitydaminYangjiangReservoir.Themethodologyinvolvescollectingdataandconductingasiteinvestigationtoassessthedam'sgeometry,materialproperties,andwaterreservoirconditions.Limitequilibriumanalysisisthenperformedtoevaluatestabilityalongpotentialslidingsurfacesandcalculateslidingforcesandtheirresistance.Theoverallstabilityofthedamisassessed,andsensitivityanalysisofkeyparametersisconductedtoevaluatetheirinfluenceonstability.
Theresultsanddiscussionssectionpresentsadescription