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时间:2018-12-08
《非线性破坏准则的边坡稳定性分析毕业论文外文文献翻译》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、SlopeStabilityAnalysiswithNonlinearFailureCriterionIntroductionThedeterminationoftheslopestabilityisaveryimportantissuetogeotechnicalengineers.Manyresearchershaveattemptedtodevelopandelaboratethemethodsforslopestabilityevaluation.Theproposedmethodsinthe
2、pastforstabilityanalysismaybeclassifiedintothefollowingfourcategories:1:thelimitequilib-riumincludingthetraditionalslicesmethod,2:thecharacteristiclinemethod,3:Thelimitanalysismethodincludingupperandlowerboundapproaches,and4:thefiniteelementorfinitediff
3、erencenumericaltechniques.Amongthem,theslicesmethodhasalmostdominatedthegeotechnicalprofessionforestimatingthestabilityofsoilandrockslopes.Thisisduetothefactthattheslicesmethodisverysimple,cumulatedontheuseofthemethod,andthemethodisthemostknownandwidely
4、acceptedbypracticingengineers.Untilnow,alinearMCfailurecriterioniscommonlyusedinthelimitanalysisofstabilityproblems.ThereasonisprobablythatalinearMCfailurecriterioncanbeexpressedascircles.Thischaracteristicmakesitpossibletoapproximatethecirclesbyafailur
5、esurface,whichisalinearfunctionofthestressesinthestressspaceforplanestrainproblems.Thus,basedontheupperandlowerboundtheorems,formulationsofthestabilityorbearingcapacityproblemsarelinearprogrammingproblems.However,experimentshaveshownthatthestrengthenvel
6、opeofgeomaterialshasthenatureofnonlinearity〜Hoek1983;Agaretal.1985;Santarelli1987!.Whenapplyinganupperboundtheoremtoestimatetheinfluencesofanonlinearfailurecriteriononbearingcapacityorstability,themainproblem,whichmanyresearchershaveencountered,ishowtoc
7、alculatetherateofworkdonebyexternalforcesandtherateofenergydissipationalongvelocitydiscontinuities.Suitablemethodsforsolvingthisproblemcanbemainlyclassifiedintotwotypes.Thefirsttypeofmethodisusingavariationalcalculustechnique.BakerandFrydman〜1983!applie
8、dthevariationalcalculustechniquetoderivethegoverningequationsforthebearingcapacityofastripfootingrestingonthetophorizontalsurfaceofaslope.ZhangandChen〜1987!convertedthecomplexdifferentialequationsobtainedusingthevariationalcalcul
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