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1、Availableonlineatwww.sciencedirect.comComputersandGeotechnics36(2009)135–148www.elsevier.com/locate/compgeoSeismicrockslopestabilitychartsbasedonlimitanalysismethodsa,*baA.J.Li,A.V.Lyamin,R.S.Meri?eldaCentreforO?shoreFoundationsSystems,TheUniversityofWestern
2、Australia,WA6009,AustraliabCentreforGeotechnicalandMaterialsModelling,TheUniversityofNewcastle,NSW2308,AustraliaReceived2October2007;receivedinrevisedform15January2008;accepted15January2008Availableonline5March2008AbstractEarthquakee?ectsarecommonlyconsidere
3、dinthestabilityanalysisofrockslopesandotherearthstructures.ThestandardapproachisoftenbasedontheconventionallimitequilibriummethodusingequivalentMohr–Coulombstrengthparameters(cand/)inaslipcircleslopestabilityanalysis.Thepurposeofthispaperistoapplythe?niteele
4、mentupperandlowerboundtechniquestothisproblemwiththeaimofprovidingseismicstabilitychartsforrockslopes.Withinthelimitanalysisframework,thepseudo-staticmethodisemployedbyassumingarangeoftheseismiccoe?cients.BasedonthelatestversionofHoek–Brownfailurecriterion,s
5、eismicrockslopestabilitychartshavebeenproduced.Thesechartsolutionsboundthetruestabilitynumberswithin±9%orbetterandaresuitedtoiso-tropicandhomogeneousintactrockorheavilyjointedrockmasses.Acomparisonofthestabilitynumbersobtainedbyboundingmeth-odsandthelimitequ
6、ilibriummethodhasbeenperformedwherethelaterwasfoundtopredictunconservativefactorsofsafetyforsteeperslopes.ItwasalsoobservedthatthestabilitynumbersmayincreasedependingonthematerialparametersintheHoek–Brownmodel.Thisphenomenonhasbeenfurtherinvestigatedinthepap
7、er.CrownCopyrightó2008PublishedbyElsevierLtd.Allrightsreserved.Keywords:Safetyfactor;Earthquake;Pseudo-static;Seismiccoe?cient;Failurecriterion1.Introductiontigators[1–6].Inparticular,Bakeretal.[4]andLoukidisetal.[6]haveadoptedthePSmethodinlimitequilibriumIn
8、seismicallyactiveregions,earthquakesareamajoranalysisandlimitanalysis,respectively,toprovidecharttriggerforinstabilityofnaturalandman-madeslopes.solutionsforsoilslopes.Itshouldbenotedthatbyusing
