铁路边坡支挡与稳定分析程序设计

铁路边坡支挡与稳定分析程序设计

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时间:2019-05-12

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1、西南交通大学硕士学位论文铁路边坡支挡与稳定分析程序设计姓名:王炳锟申请学位级别:硕士专业:道路与铁道工程指导教师:刘昌清20090401AbstractDesignofRetainingstructureisveryimportantfortheengineering.manualcalculationhasbeenunabletomeettheneedsofthepresentdesignworkanditcannotachievetheperfectpurpose.However,withthehelpofcomputers,wecandesignb

2、etterandfasterandsaveinvestment.Inthispaper,weexploretheprogramofslopesupportingandstabilityanalysiscombinewith“TheresearchofYumengrailway’.Inthispaper,thefollowingworkweredone:1.SummarizingtherelevanttheoryofretainingstructuresandSlopestabilityanalysiSwhichasthebasiSforprogram.2

3、.Thepaperhasthreeprograms,whichareretainingwallprocedure,slide-resistantpileprocedure,slopestabilityanalysisprocedure.3.Retainingwallprocedurehasachieveddesignsofwhicharegravityroadshoulderwall,gravityroadembankmentwall,balanceweightretainingwallandgravitycutslopewall.Thisprocedu

4、recanaccordingtodifferentwal卜typeparameters,loadparametersandsollparametersautomaticallyidentifythemostreasonableofthemosteconomicalwallWidth.AnditiSsuitableforthedesignandcalculationofretainingwallsofsingle1inedoublelineingeneralareas,theearthquakeregionandsoggyregion.Exceptfort

5、hedesignofretainingwal1oftherailway,thisprocedurecanbeusedtodesignroadandotherloadsbydealingwiththeconversionearthcolumndifferently.Therefore,aslongasmodifytheprocedurea1ittleitcanbeusedforroads,waterconservancy,housingconstructionandotherdepartments.4.S1ide—resistantpileprogramh

6、asrealizedthesefuctionswhicharegivenslipsurfacecountinternalfrictionangle,giventheshapeofslidingsurfacedesigncalculation,giventhelandslidethrustdesigncalculationoflandslide,givenslidingsurfacemoment,shearforcedesigncalculation.5.Slopestabilityanalysisprocedureiscomposedoftwomodul

7、es.TheSlopestabilityanalysisprogramhasrealizedthesefuctionswhichare西南交通大学硕士研究生学位论文第1II页_●l-●I__-I●-l-I一

8、I●l__--_l___felleniusinfeesandconsolidationofthelawofeffectivestressanalysisandcalculationofslopestability,basedonTerzaghi’Sconsolidationtheorytothethreedegreesofconsolidationa

9、ndthecalculationbasedonthelayerwisesumma

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