深浅交替地下连续墙变形特性研究

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1、＇ｆ密级公开分类号ＴＵ９９７＿＾知０拿＇ＡＮＴＥＣＨＮＯＬＯＧＸＩＩＣＡＬＵＮＩＶＥＲＳＩＴＹ硕士学位论文题目？？深浅交替地下连续墙变形特性研宄作者：芦炭指导教师：刘丽萍副教授？％申请学位学科：市政工程２０１８年５月１１日密级公开分类号TU997XI’ANTECHNOLOGICALUNIVERSITY硕士学位论文题目:深浅交替地下连续墙变形特性研究作者：黑体芦岚4号指导教师：刘丽萍副教授申请学位学科：市政工程2018年5月11日characteriscticsof

2、thediaphragmwall.3)ThisthesissimulatedthefoundationpitbynumericalsimulationsoftwareMIDAS/GTS/NXandanalyzedthehorizontaldisplacementofthewall,thesettlementonthetopofthewallandthesettlementofthesoilbehindthewall.Thesimulationresultswerecomparedwiththeactualmonitoring.Theres

3、ultsshowedthatthedeformationofthetwoformdiaphragmwallsisbasicallythesame.Thisconclusionverifiestherationalityofthemodel.4)Onthebasisofthefirstmodel,acomparativeanalysismodelisestablishedbyMIDAS/GTS/NXsoftware.Diaphragmwallwithalternatedepthgrooveswerechangedtodeeppanelsdi

4、aphragmwall.Thedeformationofordinarydiaphragmwallisanalyzed.Thenthethesisalsoanalyzesthedifferencesbetweenthediaphragmwallwithalternatedepthgroovesandordinarydiaphragmwall,andcompareddifferencesbetweentwoformsinsafetyandprojectcost.Keywords:diaphragmwall,alternatedepth,fo

5、undationpitmonitoring,deformation,numericalsimulation目录1绪论.......................................................................................................................................11.1选题的背景和意义...................................................................

6、.........................................11.2国内外地下连续墙的现状及发展情况............................................................................21.2.1地下连续墙的特点......................................................................................................21.2.2地下连续墙的种类.....

7、.................................................................................................31.2.3地下连续墙的形式......................................................................................................41.2.4国内外地下连续墙的发展状况........................................

8、..........................................51.2.5地下连续墙的国内外研究现状...................................