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    Volumetric Rock Quality Designation

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author:
    Zekâi Şen
    ,
    Elsayed A. Eissa
    DOI: 10.1061/(ASCE)0733-9410(1991)117:9(1331)
    Publisher: American Society of Civil Engineers
    Abstract: Three different types of block sizes, namely, bars, plates, and prisms of various dimensions, are related to the classical rock quality designation (RQD) index by means of the volumetric joint count definition. Statistical models are derived analytically by assuming that three sets of fractures at different directions occur according to a negative exponential distribution function of the intact lengths. This distribution function has one model parameter, which is the average number of discontinuities related to the block volume and the volumetric joint count. Necessary charts are presented, which help to identify the representative block size within a rock mass provided that the volumetric joint count and average number of discontinuities are estimated from the field surveys. Furthermore, the global volumetric joint count is defined and related analytically to the nonhomogeneity coefficients in different directions. Finally, relevant analytical expressions are derived and presented in the form of charts for the relationships between RQD, block volume, and volumetric joint count. Accordingly, excellent, good, fair, poor, and very poor rock quality classifications are delineated on these graphs. Finally, the application of the methodology developed herein is presented for a set of discontinuity survey on igneous rocks in the Kingdom of Saudi Arabia.
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      Volumetric Rock Quality Designation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/20869
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    contributor authorZekâi Şen
    contributor authorElsayed A. Eissa
    date accessioned2017-05-08T20:36:09Z
    date available2017-05-08T20:36:09Z
    date copyrightSeptember 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A9%281331%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20869
    description abstractThree different types of block sizes, namely, bars, plates, and prisms of various dimensions, are related to the classical rock quality designation (RQD) index by means of the volumetric joint count definition. Statistical models are derived analytically by assuming that three sets of fractures at different directions occur according to a negative exponential distribution function of the intact lengths. This distribution function has one model parameter, which is the average number of discontinuities related to the block volume and the volumetric joint count. Necessary charts are presented, which help to identify the representative block size within a rock mass provided that the volumetric joint count and average number of discontinuities are estimated from the field surveys. Furthermore, the global volumetric joint count is defined and related analytically to the nonhomogeneity coefficients in different directions. Finally, relevant analytical expressions are derived and presented in the form of charts for the relationships between RQD, block volume, and volumetric joint count. Accordingly, excellent, good, fair, poor, and very poor rock quality classifications are delineated on these graphs. Finally, the application of the methodology developed herein is presented for a set of discontinuity survey on igneous rocks in the Kingdom of Saudi Arabia.
    publisherAmerican Society of Civil Engineers
    titleVolumetric Rock Quality Designation
    typeJournal Paper
    journal volume117
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:9(1331)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 009
    contenttypeFulltext
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