风积砂包裹式加筋挡土墙的工程特性分析-(6258)

风积砂包裹式加筋挡土墙的工程特性分析-(6258)

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)_第1页
风积砂包裹式加筋挡土墙的工程特性分析-(6258)_第2页
风积砂包裹式加筋挡土墙的工程特性分析-(6258)_第3页
风积砂包裹式加筋挡土墙的工程特性分析-(6258)_第4页
风积砂包裹式加筋挡土墙的工程特性分析-(6258)_第5页
资源描述:

《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

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。