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    Temperature Field Evolution of Soils Surrounding a Cross-River Tunnel

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 004
    Author:
    Wang Xiao-ming
    ,
    Ding Peng-Iai
    DOI: 10.1061/JHTRCQ.0000349
    Publisher: American Society of Civil Engineers
    Abstract: During 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.
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      Temperature Field Evolution of Soils Surrounding a Cross-River Tunnel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72249
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    contributor authorWang Xiao-ming
    contributor authorDing Peng-Iai
    date accessioned2017-05-08T22:08:43Z
    date available2017-05-08T22:08:43Z
    date copyrightDecember 2013
    date issued2013
    identifier other33062781.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72249
    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.
    publisherAmerican Society of Civil Engineers
    titleTemperature Field Evolution of Soils Surrounding a Cross-River Tunnel
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000349
    treeJournal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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