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    Measurement and Analysis of Jointing Properties in Fine‐grained Soils

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author:
    Peter J. Bosscher
    ,
    Douglas E. Connell
    DOI: 10.1061/(ASCE)0733-9410(1988)114:7(826)
    Publisher: American Society of Civil Engineers
    Abstract: Jointing can have significant effects on the permeability, shear strength, compressibility, and slope stability of fine‐grained soils. Field measurement of jointing characteristics is an important step in the development of models that simulate fracture flow and directional strength. Preferred joint orientation, which can introduce anisotropy in permeability and strength, can be detected through independent and random measurement of joint orientation combined with graphical or statistical techniques. PATCH, a computer program based on the Poisson statistical test (Mahtab et al.. 1972), was used to evaluate the preferred orientation of joints measured in Wisconsin till units. The program was tested for its ability to reject spurious concentrations of joint poles and calculate mean joint orientation and dispersion. From an analysis of till joint data, we conclude that the use of the statistical computer program alone provided spurious results and required supplementation with other methods to properly determine joint set orientations.
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      Measurement and Analysis of Jointing Properties in Fine‐grained Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20328
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    contributor authorPeter J. Bosscher
    contributor authorDouglas E. Connell
    date accessioned2017-05-08T20:35:05Z
    date available2017-05-08T20:35:05Z
    date copyrightJuly 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A7%28826%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20328
    description abstractJointing can have significant effects on the permeability, shear strength, compressibility, and slope stability of fine‐grained soils. Field measurement of jointing characteristics is an important step in the development of models that simulate fracture flow and directional strength. Preferred joint orientation, which can introduce anisotropy in permeability and strength, can be detected through independent and random measurement of joint orientation combined with graphical or statistical techniques. PATCH, a computer program based on the Poisson statistical test (Mahtab et al.. 1972), was used to evaluate the preferred orientation of joints measured in Wisconsin till units. The program was tested for its ability to reject spurious concentrations of joint poles and calculate mean joint orientation and dispersion. From an analysis of till joint data, we conclude that the use of the statistical computer program alone provided spurious results and required supplementation with other methods to properly determine joint set orientations.
    publisherAmerican Society of Civil Engineers
    titleMeasurement and Analysis of Jointing Properties in Fine‐grained Soils
    typeJournal Paper
    journal volume114
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:7(826)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
    contenttypeFulltext
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