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    Piston Core Properties and Disturbance Effects

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author:
    Harold W. Olsen
    ,
    Thomas L. Rice
    ,
    Paul W. Mayne
    ,
    Ram D. Singh
    DOI: 10.1061/(ASCE)0733-9410(1986)112:6(608)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory geotechnical data on piston cores from 31 sites on the mid‐Atlantic Upper Continental Slope show the near‐surface sediments vary from normally consolidated to somewhat overconsolidated clayey silts and silty clays of low to high plasticity. They also exhibit normalized behavior and their index property correlations with the effective‐stress friction angle, the undrained strength ratio, and the compression index are reasonably consistent with existing knowledge. Disturbance effects were effectively minimized in the consolidation and strength parameter determinations by using stresses and stress histories in excess of those in situ. However, substantial disturbance effects in preconsolidation stress determinations were found. The preconsolidation stress values derived from the triaxial data are high, and those from the consolidation data are low, compared with the values obtained from the laboratory vane data. Because existing knowledge concerning disturbance effects suggests that in‐situ preconsolidation stress values should lie between those derived from the triaxial and laboratory vane data, the preconsolidation stress values obtained from the consolidation data appear to be appreciably smaller than in‐situ values.
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      Piston Core Properties and Disturbance Effects

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19910
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    contributor authorHarold W. Olsen
    contributor authorThomas L. Rice
    contributor authorPaul W. Mayne
    contributor authorRam D. Singh
    date accessioned2017-05-08T20:34:18Z
    date available2017-05-08T20:34:18Z
    date copyrightJune 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A6%28608%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19910
    description abstractLaboratory geotechnical data on piston cores from 31 sites on the mid‐Atlantic Upper Continental Slope show the near‐surface sediments vary from normally consolidated to somewhat overconsolidated clayey silts and silty clays of low to high plasticity. They also exhibit normalized behavior and their index property correlations with the effective‐stress friction angle, the undrained strength ratio, and the compression index are reasonably consistent with existing knowledge. Disturbance effects were effectively minimized in the consolidation and strength parameter determinations by using stresses and stress histories in excess of those in situ. However, substantial disturbance effects in preconsolidation stress determinations were found. The preconsolidation stress values derived from the triaxial data are high, and those from the consolidation data are low, compared with the values obtained from the laboratory vane data. Because existing knowledge concerning disturbance effects suggests that in‐situ preconsolidation stress values should lie between those derived from the triaxial and laboratory vane data, the preconsolidation stress values obtained from the consolidation data appear to be appreciably smaller than in‐situ values.
    publisherAmerican Society of Civil Engineers
    titlePiston Core Properties and Disturbance Effects
    typeJournal Paper
    journal volume112
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:6(608)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 006
    contenttypeFulltext
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