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ID:33005049
大小:1.35 MB
页数:57页
时间:2019-02-19
《风积砂包裹式加筋挡土墙的工程特性分析-(6258)》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、内蒙古科技大学硕士学位论文respectively,afteraeoliansandcompactionandnotwrappedparcelsstratifiedhierarchicalcompaction.Determinationofbearingcapacityofcompositeplateloadingtestaccordingtotheexperimentalprocedure,andthedeterminationofaeoliansandcarryingcapacityintheuncoatedstate.Bymeasur
2、eddataandloadandSettlementpscurveanalysisandcalculationofthechangeofaeoliansandwrappedaroundthecarryingcapacity.Fourthly,Makesuretheanti-packetanddeterminethelengthofthegeotextilelayerthicknessandwraprolledseveraltimes.Accordingtotheformulaoflateralearthpressure,anduseofge
3、otextilesandexperimentaldeterminationofaeoliansandfrictioncoefficient,calculatedclothworkersunearthedanti-packetlength.Theneachof30cm,40cm,50cmlooselaythicknessofaeoliansandcompactionandcompactioneffectisdetectedinordertodetermineareasonablelooselayingthicknessandrolledsev
4、eraltimes.Finally,Loadingthemodelestablishedentityretainingwallsonlargeareaandobservingitslateraldisplacement.ExperimentaldatameasuredasabasisformodelingandanalysisbyANSYSfiniteelementsoftware,theresultsarebasicallyconsistentwiththeexperimentalresults.Andcomparechangesinve
5、rticaldisplacementandaeoliansandwrappedaroundthelateraldisplacementofthemodel,theresultsshowthelateraldisplacementoftheretainingwallandwrappedverticaldisplacementarebothbecomesmallandlateraldisplacementaremoreobvious;wrap-reinforcedblockMinimumsidewallsunderitsownweightofm
6、aximumlateraldisplacementisgenerallydistributedintheretainingwallheightof2/3,andthelateraldisplacementfromthemaximumdisplacementgraduallydecreasingtendencytowardsaboveandbelowtheouterendoftheretainingwallthedisplacementdistributioninthelowendoftheretainingwall;fromthepoint
7、ofmaximumtensilestressreinforcementlayerscanbeseenwrappedinconnectionreinforcedretainingwalldamageorpotentialslipinterfaceinterfaceshape,approximatelyinlinewith0.3Htype.Finally,analysisingthedifferenteffectsoflateraldisplacementoftheretainingwallthatthedryaeoliansandandthe
8、wetaeoliansandmade.KeyWords:Aeoliansand;Geotextiles;Maximumdrydensity;Retainingwalls;Parc
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