不同返包型式加筋黄土边坡振动台模型试验研究

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中图分类号:TU476.4 文献标志码:A DOI:10.16385/j.cnki.issn.1004-4523.202508050
Abstract:Invieoftelackofresearchotheseismicinfluencedegreeoftheback-wrappedpaneltypeontereiforcedlosslopethee setsofshakingtablemodeltestsoftebckwrapedefoedoiloewerecadoutTsposedieresofdiferetbckacking processes (Cshapedwa-aroundfacing,Secondaryeiforement wrap-aroundfcingandSelf-wrap-facing)toeiforcedosloswere explored.TheexperimentalresultsdemostratethatesloereifocedwithC-shapedwrap-aroundfacingexhibitedteighestintegral seismicesistaeceleratioampicatifctoslogesoighticeadliearlydpakedatstaoslldels. TheC-shapedwrap-aroudfacingprovidedtheosteffetiemitigatonofacelerationamplification,rducigthecrestamplificatiofactor byapproximately 3%~8% compared to theothertwo types.The failure paterns consistently combinedoutward deformation of the slope face andcrestselementTeC-shapedconfigurationdisplayedanotablysmallefilurezoneandsuperioroverallseismicperformaneCrest setlementsfollowedanonlieardistibutionwithgeatervaluesatbothndandmialdeformationinthecentralegion.Teself-apfacingsystemduetoeativelyeakrestraintinthetopwrap-aroundsectio,showedapronouedtendecyforeiforemntpout underintenseshaking,leadingtothemost severedamage.Thismodel recordedthelargest totalpermanent displacement (25.9mm , representing 2.59% of the slope height H )and maximum cumulative settlement ( 39.9mm ,or 3.99% of H )at the crest. Regarding reinforcementstrainpeaktensilestrainicreasedwithringPGA,withlowerstrainsmeasuredintebotomgeogidlayers.TeCshaped
Wrap-around facing registered the lowest overall strain levels,with a maximum peak strain of 0.10% ,equivalent to 83.3% of those in the secondaryreiforcementandself-wrap-facingmodels.Thesecondaryreinforcementtypeperformedmostefectivelyinreducinginteal backfllsettent,tougtrsatioasbseedeartofce.Tsendingsofvableisihtsforteoptiddesi and typological selection of reinforced loess slopes in seismic regions.
Keywords: reinforced slopes;wrap-around facing types;seismic response;shaking table model test
中国国土面积的 6.6% 为黄土地区[]。(剩余13962字)