摘要
Theeffectsofstabilizingpilesonthestabilityofanembankmentslopeareanalyzedbynumericalsimulation.Theshearstrengthreductionmethodisusedfortheanalysis,andthesoil-pileinteractionissimulatedwithzero-thicknesselasto-plasticinterfaceelements.Effectsofpilespacingandpilepositiononthesafetyfactorofslopeandthebehaviorofpilesundertheseconditionsaregiven.Thenumericalanalysisindicatesthatthepositionsofthepilehavesignificantinfluenceonthestabilityoftheslope,andthepileneedstobeinstalledinthemiddleoftheslopeformaximumsafetyfactors.Intheend,thesoilarchingeffectcloselyassociatedwiththespacebetweenstabilizingpilesisanalyzed.Theresultsarehelpfulfordesignandconstructionofstabilizingpiles.
出版日期
2007年02月12日（中国期刊网平台首次上网日期，不代表论文的发表时间）
