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    Method for Estimating the Deformability of Heavily Jointed Rock Masses

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author:
    Lianyang Zhang
    DOI: 10.1061/(ASCE)GT.1943-5606.0000344
    Publisher: American Society of Civil Engineers
    Abstract: Determination of the deformability of jointed rock masses is an important and challenging task in rock mechanics and rock engineering. In this paper, simple expressions are derived for estimating the equivalent isotropic deformation properties of heavily jointed rock masses using the methodology of equivalent continuum approach. The derived expressions are compared with two analytical relations in the literature and the field test data relating rock quality designation (RQD) and deformation modulus ratio
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      Method for Estimating the Deformability of Heavily Jointed Rock Masses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62121
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    contributor authorLianyang Zhang
    date accessioned2017-05-08T21:46:51Z
    date available2017-05-08T21:46:51Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000359.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62121
    description abstractDetermination of the deformability of jointed rock masses is an important and challenging task in rock mechanics and rock engineering. In this paper, simple expressions are derived for estimating the equivalent isotropic deformation properties of heavily jointed rock masses using the methodology of equivalent continuum approach. The derived expressions are compared with two analytical relations in the literature and the field test data relating rock quality designation (RQD) and deformation modulus ratio
    publisherAmerican Society of Civil Engineers
    titleMethod for Estimating the Deformability of Heavily Jointed Rock Masses
    typeJournal Paper
    journal volume136
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000344
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    contenttypeFulltext
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