Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation-中国期刊网

摘要 Asaspecialgeologicalphenomenon,thecharacterofcollapsibleloessfoundationiscollapsiblewhenpenetratedbywater.Thischaracterleadstothesoillosingloadbearingcapacitylargelyandmayleadtofoundationfailure.Pileisapopularfoundationusedincollapsibleloess.Thesqueezedbranchandplatepileisanewtypeofpiledevelopedinrecentyearsandhasnotbeusedinaprojectbefore.Inthispaperthreesqueezedbranchandplatepilesaretestedincollapsibleloessafterimmersionprocessing.Theresultsmaybeusedforreferenceinsimilarconstructionproject,andtoprovidetheoreticalreferencesforde-signingofthesqueezedbranchandplatepilesinengineeringpractice.

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Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation

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Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation

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