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ID:18166926
大小:6.91 MB
页数:76页
时间:2018-09-14
《深浅交替地下连续墙变形特性研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、'f密级公开分类号TU997_^知0拿'ANTECHNOLOGXIICALUNIVERSITY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characteriscticsofthediaphragmwall.3)Thisthe
2、sissimulatedthefoundationpitbynumericalsimulationsoftwareMIDAS/GTS/NXandanalyzedthehorizontaldisplacementofthewall,thesettlementonthetopofthewallandthesettlementofthesoilbehindthewall.Thesimulationresultswerecomparedwiththeactualmonitoring.Theresultsshowedthatthedeformationofthetwoformdiaphragmwal
3、lsisbasicallythesame.Thisconclusionverifiestherationalityofthemodel.4)Onthebasisofthefirstmodel,acomparativeanalysismodelisestablishedbyMIDAS/GTS/NXsoftware.Diaphragmwallwithalternatedepthgrooveswerechangedtodeeppanelsdiaphragmwall.Thedeformationofordinarydiaphragmwallisanalyzed.Thenthethesisalsoa
4、nalyzesthedifferencesbetweenthediaphragmwallwithalternatedepthgroovesandordinarydiaphragmwall,andcompareddifferencesbetweentwoformsinsafetyandprojectcost.Keywords:diaphragmwall,alternatedepth,foundationpitmonitoring,deformation,numericalsimulation目录1绪论..............................................
5、.........................................................................................11.1选题的背景和意义............................................................................................................11.2国内外地下连续墙的现状及发展情况.....................................................................
6、.......21.2.1地下连续墙的特点......................................................................................................21.2.2地下连续墙的种类......................................................................................................31.2.3地下连续墙的形式.............................................
7、.........................................................41.2.4国内外地下连续墙的发展状况..................................................................................51.2.5地下连续墙的国内外研究现状...................................
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