膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil

膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil

ID:41520723

大小:4.34 MB

页数:57页

时间:2019-08-26

膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil_第1页
膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil_第2页
膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil_第3页
膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil_第4页
膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil_第5页
资源描述:

《膨胀土中的隧道设计与施工Design and Construction of Tunnel in Swelling Soil》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、WorkshopUPC:TunnellingthroughSalineandSwellingGroundTunnelDesignandConstructionPractice:TechnicalSolutionsinSwellingGroundThomasMarcher,20.01.2011TunnelDesignandConstructionPractice:TechnicalSolutionsinSwellingGroundMotivationsubjectofthepresentation:toidentifyeffec

2、tsoftime-dependentdeformationsduetoswellingbasedondesignandconstructionexperiencesoflargeinfrastructureprojects:•BosruckRoadTunnel,Austria:5.5kmlongbasetunnel-anhydriteswellingNATMwithstiffliningconcept•PfänderRoadTunnel,Austria:6.6kmroadtunnel–argillaceousclayshalesw

3、ellingTBMwithsegmental/CIPliningconcept•NiagaraTunnel,Canada10.4kmwaterdiversiontunnelinclayshalesswellingdesignforlifetimeofstructurepage21TunnelDesignandConstructionPractice:TechnicalSolutionsinSwellingGroundIntroductionTerminology•time-dependentdeformationdescribe

4、das“rocksqueeze”and“swelling”however,processesareofteninterrelated,individualeffectsofeacharedifficulttodistinguish.•presentationfocuseson“swellingofrock”timedependentvolumeincreaseduetoaphysico-(and/or)chemicalreactionoftherockwithwateroftherockwithwater.•swellingm

5、echanismsdistinguishedin:swellingofargillaceousclayshales/marlsswellingofanhydriticrockformations.page3TunnelDesignandConstructionPractice:TechnicalSolutionsinSwellingGroundIntroductionSignificanceofSwellingfortunnelconstruction•successofdesignandconstructionofatun

6、nelrelatedto:theknowledgeofgeologicalenvironment,rockmassparameters,overburdenthickness,in-situstressfield,tunnelsizeandshape,etc.•long-termdeformationoftengovernsthefinalliningdesign.•geotechnicalbaselinereportsoftenproposeunrealistichighswellingpressures:duetosimp

7、lyfalsetestresultsmisunderstandingsofswellingprocessesoverestimationsareeasilydecisiveas“go/no-gocriteria”canbeasignificantfactorfortheeconomicefficiencypage42TunnelDesignandConstructionPractice:TechnicalSolutionsinSwellingGroundIntroductionSignificanceofSwellingfor

8、tunnelconstruction•Swellinggyyisnotonlyaffectedbyggroundconditionssuchasrockmassproperties,in-situstressfield,supplyofwater•

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。