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Cholerny Spammer
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 Posted: Sat 7:15, 18 Dec 2010 Post subject: uggs boots italia Element model with shear zones a |
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Element model with shear zones and progressive failure in slope analysis
ricalsolutionaboutMaotian, WuYajun, NianTingkai. Acriterionforevaluatingslopeslopestabilityanalysis [J]. JournalofWuhanUniversityofstabilitybasedondevelopmentofplasticzonebyshearstrengthTechnology (TransportationScienceandEngineering), 2003,27 (6): reductionFEM [J]. JournalofDisasterPreventionandMitigation856-859. (InChinese)) Engineering, 2003,23 (3) :1-8. (InChinese)) [5] EberhardtE, SteadD,[link widoczny dla zalogowanych], CogganJS. Numericalanalysisofinitiation [10] MandelJ. ConditionsdestabiliteetpostulatedeDrucker [A]. In: andprogressivefailureinnaturalrockslopes - the1991Randa. IUTAMSymp. RheologyandSoilMech_ 【C]. Grenoble: [S. n. ], 1964rockslide [J]. InternationalJournalofRockMechanicsandMining58-68Sciences, 2004,[link widoczny dla zalogowanych],4 l (1) :69-87 [11] RudnickiJW,[link widoczny dla zalogowanych], RiceJR. Conditionsforthelocalizationof [6] KemenyJ. Time-dependentdriftdegradationduetotheprogressivedeformationinpressure-sensitivedilatantmaterials [J]. Journalofthefailureofrockbridgesalongdiscontinuities [J] _InternationalJournalMechanicsandPhysicsofSolids ,1975,[link widoczny dla zalogowanych],23:371-394ofRockMechanicsandMiningSciences ,2005,42:35-46. [12] VermeerPA. Simpleshear-bandanalysisusingcompliances [A]. In: [7] Zheng Yingren, Zhao Shangyi. Strength reduction finite element in the Soil and Rock Slope application [J]. Rock IUTAMConf. DeformationandFailureofGranularMaterials [C] Rock Mechanics and Engineering, 2004,[link widoczny dla zalogowanych],23 (19) :3381 -3388. (ZhengYingren, Delft: [S.n.] ,1982.493-499ZhaoShangyi. ApplictionofstrengthreductionFEMtosoilandrock [13] NovaR.Anengineeringapproachtoshearbandformationinslopes [J]. ChineseJournalofRockMechanicsandEngineering, geologicalmedia [A]. In: the5th.Int.Conf.Num.Meth.Geomech- 【C] 2004,23 (19) :3381-3388. (inChinese)) Nagoya: [S. n. ] ,1985.509-516
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