Electronic journal of geotechnical engineering | |
Model Test Study on In-service Karst Highway Tunnel | |
关键词: in-service tunnel; highway tunnel; karst cave; similar model test; | |
DOI : | |
来源: Oklahoma State University | |
【 摘 要 】
Thisarticle,basedontheBaishanTunnel,optimizedtheselectionforthesimilarmaterialsofkarstcavesfiller,surroundingrockandlining,carriedoutastudyonsimilarmodeltesttoin-servicekarsthighwaytunnelwiththegeometricsimilarityratioof1/40.Then,thedistributionlawandtrendofsurroundingrockpressurewererevealed.Subsequently,themechanicalbehaviorsofthesurroundingrockwerediscussedafterendowingsometreatmenttothesecaves.Theresultsshowthat:?the?surroundingrockfromBaishanTunnelcanbeproperlysimulatedbythemixtureofbaritepowder,plasterpowderandcementwiththeproportionof1:12:2;?applyingthelowerelasticmodulusmaterial,comparedtosurroundingrock,tofillthosekarstcaves,whichwillleadtogreatercompressiondeformationunderthesameload;?whenthesecaveswerelaidnearbythespandrel,haunchandspringing,karstcaveswillcauseunsymmetricalpressuretotunnellining.Although,thosecaveshavebeenfilled,whichshouldbeattachedgreatimportanceduringthetunnelservice.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
---|---|---|---|
RO201912090718505ZK.pdf | 405KB | download |