文档介绍：该【基于可拓理论的山区铁路枢纽土质高陡边坡稳定性评价 】是由【niuww】上传分享，文档一共【2】页，该文档可以免费在线阅读，需要了解更多关于【基于可拓理论的山区铁路枢纽土质高陡边坡稳定性评价 】的内容，可以使用淘豆网的站内搜索功能，选择自己适合的文档，以下文字是截取该文章内的部分文字，如需要获得完整电子版，请下载此文档到您的设备，方便您编辑和打印。基于可拓理论的山区铁路枢纽土质高陡边坡稳定性评价Title:StabilityEvaluationofSteepSlopesinMountainousRailwayHubsBasedontheTheoryofRheologyforSoilIntroduction:Mountainousregionspresentuniquechallengesforrailwayinfrastructure,,:Inmountainousrailwayhubs,,topography,climate,,heavyrainfallcantriggerlandslides,andlarge-:-dependentbehaviorsofsoil,:-dependentbehaviorofthesoil,includingcreep,relaxation,,theKelvinmodel,:Toevaluatethestabilityofhighandsteepslopesinmountainousrailwayhubs,,includingslopereconnaissance,drilling,sampling,andlaboratorytesting,,groundwaterconditions,geologicalstructure,:Numericalsimulations,suchasfiniteelementanalysis,,thetime-,suchasgroundwaterseepage,rainfallinfiltration,:,consideringfactorssuchasslopegeometry,soilproperties,onditions,andhumanactivities,canhelpidentifyhigh-,anchoringsystems,:-,numericalsimulations,-termsustainabilityofrailwayinfrastructureinmountainousregions.