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    Dynamic Computational Analysis of Openings in Jointed Rock

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    C. H. Dowding
    ,
    T. B. Belytschko
    ,
    H. J. Yen
    DOI: 10.1061/(ASCE)0733-9410(1983)109:12(1551)
    Publisher: American Society of Civil Engineers
    Abstract: Procedures for the transient analysis of openings in jointed rock are developed and applied to several problems. The rock masses are modeled by rigid blocks with edge‐to‐edge interaction at joints and are coupled to sur rounding finite elements for transmission of waves to the opening. Studies of the dynamic response of caverns show that failing blocks slide intermittently and displace the most when shear wave lengths are about twice the cavern height.
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      Dynamic Computational Analysis of Openings in Jointed Rock

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19304
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    contributor authorC. H. Dowding
    contributor authorT. B. Belytschko
    contributor authorH. J. Yen
    date accessioned2017-05-08T20:33:03Z
    date available2017-05-08T20:33:03Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A12%281551%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19304
    description abstractProcedures for the transient analysis of openings in jointed rock are developed and applied to several problems. The rock masses are modeled by rigid blocks with edge‐to‐edge interaction at joints and are coupled to sur rounding finite elements for transmission of waves to the opening. Studies of the dynamic response of caverns show that failing blocks slide intermittently and displace the most when shear wave lengths are about twice the cavern height.
    publisherAmerican Society of Civil Engineers
    titleDynamic Computational Analysis of Openings in Jointed Rock
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:12(1551)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
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