【地震条件下边坡工程可靠性研究的国内外文献综述5900字】

[49]将有限元法应用于接触问题的可靠度分析，并通过实例计算验证了该方法的有效性。在实际工程问题中，存在着大量的不确定因素，在设计分析中考虑各种变量的随机变异性和分布规律，采用可靠度方法进行边坡稳定性研究，对于更加客观真实地分析边坡的安全水平有着重要作用。随着人们对实际边坡工程中的不确定性认识的加深，边坡可靠度分析方法也在不断优化与完善。参考文献LeshchinskyD,SanKC.Pseudostaticseismicstabilityofslopes:Designcharts[J].JournalofGeotechnicalEngineering,1994,120(9):1514-1532.LingHI,ChengHD.Rockslidinginducedbyseismicforce[J].InternationalJournalofRockMechanics&MiningSciences,1997,34(6):1021–1029.AusilioE,ConteE,DenteG.Seismicstabilityanalysisofreinforcedslopes[J].SoilDynamicsandEarthquakeEngineering,2000,19(3):159-172.BiondiG,CasconeE,MaugeriM.Flowanddeformationofsandyslopes[J].SoilDynamicsandEarthquakeEngineering,2002,22(12):1103一1114.刘杰,李建林,张玉灯,等.基于拟静力法的大岗山坝肩边坡地震工况稳定性分析[J].岩石力学与工程学报,2009,28(008):1562-1570.邓东平,李亮.基于滑动面搜索新方法对地震作用下边坡稳定性拟静力分析[J].岩石力学与工程学报,2012,31(001):86-98.吕擎峰,殷宗泽,王叔华,姬凤玲.拟静力法边坡稳定分析的改进[J].岩土力学,2005(S1):35-38.KramerSL,SmithMW.ModifiedNewmarkModelforSeismicDisplacementsofCompliantSlopes[J].JournalofGeotechnical&GeoenvironmentalEngineering,1997,123(7):635-644.LingHI.Recentapplicationsofslidingblocktheorytogeotechnicaldesign[J].SoilDynamicsandEarthquakeEngineering,2001.PradelD,SmithPM,StewartJP,RaadG.CaseHistoryofLandslideMovementduringtheNorthridgeEarthquake.JournalofGeotechnical&GeoenvironmentalEngineering.2005;131(11):1360-1369.SAHOOPragyanPradatta,SHUKLASanjayKumar,MOHYEDDINAlireza.Analyticalexpressionsfordeterminingthestabilityofcohesionlesssoilslopeundergeneralizedseismicconditions[J].山地科学学报：英文版,2018,15(7):1559-1571.祁生林,祁生文,伍法权,等.基于剩余推力法的地震滑坡永久位移研究[J].工程地质学报,2004,012(001):63-68.王思敬,张菊明.边坡岩体滑动稳定的动力学分析[J].地质科学,1982(02):162-170.贾志波,陶连金,史明.地震作用下预应力锚索边坡的稳定性分析[J].岩土力学,2020,41(11):3604-3612+3631.SeedHB,IdrissIM,LeeKL,etal.DynamicAnalysisoftheSlideintheLowerSanFernandoDamduringtheEarthquakeofFebruary9,1971[J].JournaloftheGeotechnicalEngineeringDivision,1975,103(1):64-67.SiyahiB,ArslanH.Earthquakeinduceddeformationofearthdams[J].BulletinofEngineeringGeology&theEnvironment,2008,67(3):397-403.LeeKL.SeismicPermanentDeformationsinEarthDams.,1978.吴兆营,薄景山,刘红帅,等.岩体边坡地震稳定性动安全系数分析方法[J].防灾减灾工程学报,2004,24(003):237-241.滕光亮.地震作用下节理岩质边坡稳定性数值模拟研究[D].中国地震局兰州地震研究所.雷远见,王水林.基于离散元的强度折减法分析岩质边坡稳定性[J].岩土力学,2006,27(10):1693-1698.PhoonKK,KulhawyFH.Characterizationofgeotechnicalvariability[J].CanadianGeotechnicalJournal,1999,36(4):612-624.祝玉学.边坡可靠性分析[M].冶金工业出版社,1993.ThongchartS,SooksatraV,SoralumpS.InfluenceofuncertaintyinsoilparameterstofactorofsafetyalongMekongriverbank.geotechnicalengineering,2008.包承纲.谈岩土工程概率分析法中的若干基本问题[J].岩土工程学报,1989(04):96-100.范明桥.粘性填筑土强度指标φ,c的概率特性[J].水利水运科学研究,2000.罗冲,殷坤龙,陈丽霞,等.万州区滑坡滑带土抗剪强度参数概率分布拟合及其优化[J].岩石力学与工程学报,