YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Centrifuge Modeling of Underground Tunnel in Saturated Soil Subjected to Internal Blast Loading

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author:
    Huabei Liu
    ,
    Soufiane Nezili
    DOI: 10.1061/(ASCE)CF.1943-5509.0000760
    Publisher: American Society of Civil Engineers
    Abstract: A centrifuge test was carried out to investigate the response of transit tunnels in saturated soils under internal blast loading. A similar test with dry soil was conducted beforehand as a comparison. The tests were carried out with a centrifugal acceleration of 50 g to simulate the effect of blast loading from 150-kg trinitrotoluene (TNT) inside a transit tunnel of 5-m diameter. Exploded bridgewire (EBW) charges were employed as the model explosives, and the model tunnel was simulated by thin-wall aluminum tube. The model tunnels were significantly damaged by the projectiles that were part of the EBW charges. Soil liquefaction occurred in saturated soil with 150 kg of TNT exploded at approximately the center of the tunnel.
    • Download: (4.828Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Centrifuge Modeling of Underground Tunnel in Saturated Soil Subjected to Internal Blast Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4244105
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorHuabei Liu
    contributor authorSoufiane Nezili
    date accessioned2017-12-30T12:58:38Z
    date available2017-12-30T12:58:38Z
    date issued2016
    identifier other%28ASCE%29CF.1943-5509.0000760.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244105
    description abstractA centrifuge test was carried out to investigate the response of transit tunnels in saturated soils under internal blast loading. A similar test with dry soil was conducted beforehand as a comparison. The tests were carried out with a centrifugal acceleration of 50 g to simulate the effect of blast loading from 150-kg trinitrotoluene (TNT) inside a transit tunnel of 5-m diameter. Exploded bridgewire (EBW) charges were employed as the model explosives, and the model tunnel was simulated by thin-wall aluminum tube. The model tunnels were significantly damaged by the projectiles that were part of the EBW charges. Soil liquefaction occurred in saturated soil with 150 kg of TNT exploded at approximately the center of the tunnel.
    publisherAmerican Society of Civil Engineers
    titleCentrifuge Modeling of Underground Tunnel in Saturated Soil Subjected to Internal Blast Loading
    typeJournal Paper
    journal volume30
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000760
    page06015001
    treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian