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dc.contributor.authorWang Xiao-ming
dc.contributor.authorDing Peng-Iai
dc.date.accessioned2017-05-08T22:08:43Z
dc.date.available2017-05-08T22:08:43Z
dc.date.copyrightDecember 2013
dc.date.issued2013
dc.identifier.other33062781.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/72249
dc.description.abstractDuring the operation period, soils surrounding a cross-river tunnel are under persistent disturbance owing to heat conduction, resulting in a change in the microstructure and engineering properties. Long term observations of temperatures outside of a shield tunnel segment and shallow soil temperatures are carried out, and the annual change characteristics are analyzed. A 3D heat transfer numerical model of the shallow-buried section of a cross-river tunnel is established, the measured temperature of ground surface and tunnel segment are applied as boundary conditions, and the finite difference method is used to simulate the soil temperature field. The simulation results are compared to the measured data to verify the model reliability and precision, and the characteristics of the temperature field evolution of the region surrounding the tunnel are investigated. The analysis results can be used as a reference for designers in related fields.
dc.publisherAmerican Society of Civil Engineers
dc.titleTemperature Field Evolution of Soils Surrounding a Cross-River Tunnel
dc.typeJournal Paper
dc.journal.volume7
dc.journal.issue4
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000349
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 004
dc.contenttypeFulltext


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