欢迎来到天天文库
浏览记录
ID:33794761
大小:8.85 MB
页数:69页
时间:2019-03-01
《超大纵坡公路隧道运营安全控制技术分析》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、西南交通大学硕士研究生学位论文第1I页AbstractAsaspecialbuilding,Tunnelareusedtoovercometopographicalconstraints,improvehighwayslinear,shortendrivingdistance,ortoavoidsomeofthegeologicaldisaster-proneareas,whichcanachievetheprotectionoftheecologicalenvironment,saveenergy,savetime,improv
2、ethesocialandeconomicbenefits.RoadspecificationrequiredforthetunnelGradientare嬲follows:longitudinalslopeofhighwaytunnelshouldbedesignedbetween0.3%and3%.ThelengthoftunnelsislessthanlOOmshouldnotbelimitedbythisrule.However,insomelimitedterraintheexhibitionlinedisadvanta
3、gedareasorconstructionGradienttunnelhasgreatvalueformoney,whetheritCanselectconstructionofbigGradienttunnel,aproblemworthyofstudy.Inthispaper,aresearchoflargelongitudinalslopetunnelandanalysisofCarclimbingprocess,wehavegottheapplicableconditionsoflargelongitudinalslop
4、etunneloption.Fromtheviewofoperationalsafety,weobtainedthemethodfordetermininglargelongitudinalslopegradient,slopelengthanddesignspeed.Accordingtotheoversizedgradientaccidentanalysis,wehavegotlargelongitudinalslopeoperationalsafetyinfluencingfactors,thusweobtainedover
5、sizedgradienttunneloperationalsafetyriskassessmentmethodology.andbasedontheprojectforoperationalsafetyriskassessment,basedonthelevelofrisk,andinitiallyproposedlargelongitudinalslopethetunneloperatorsafetysafeguards.Programsofthetunnelprojectselectionandconstruction,aS
6、wellastheengineeringdesignofthetunnelhasacertainsignificance.KeyWords:operationalsafety;oversizedGradient;disasterpreventionandmitigation:safetyevaluation西南交通大学硕士研究生学位论文第1ll页目录第一章绪论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11.1依托工程概况⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。11.2超大纵坡运营安全关键问题⋯⋯⋯
7、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯41.3国内外研究现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.41.3.1国外研究现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.51.3.2国内研究现状⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.61.4论文研究意义和主要工作⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.71.4.1论文研究意义⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.71.4.2论文主要工作⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。7第二章超大纵坡隧道方案适用性和纵坡坡度确定⋯⋯⋯⋯
8、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯..92.1国内外工程实例确定超大纵坡坡度⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯92.2国内外纵坡坡度规定确定超大纵坡坡度⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯..112.3基于汽车爬坡性能确定超大纵坡坡度⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
此文档下载收益归作者所有