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    Moduli and Damping Factors of Soft Marine Clays

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author:
    Takaaki Kagawa
    DOI: 10.1061/(ASCE)0733-9410(1992)118:9(1360)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a compilation of resonant‐column and cyclic simple‐shear test results on dynamic moduli and damping factors of soft marine clays. These tests were conducted on 38 undisturbed samples of soft marine clays recovered from five offshore sites. Sample depths ranged from 17 to over 300 ft below seafloor. The test clays had water content ranging from 36 to 86% and plasticity index ranging typically from 30 to 50%. Small‐strain moduli of the test clays were found proportional to consolidation stress and they also depend on void ratio and plasticity index. Normalized shear‐modulus curves and damping curves of the test clays were very similar to those for various onshore and offshore clays. The results of this study may be used to make a preliminary estimate of the dynamic properties of marine clays and to confirm field and laboratory tests on such clays.
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      Moduli and Damping Factors of Soft Marine Clays

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    contributor authorTakaaki Kagawa
    date accessioned2017-05-08T20:36:39Z
    date available2017-05-08T20:36:39Z
    date copyrightSeptember 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A9%281360%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21123
    description abstractThis paper presents a compilation of resonant‐column and cyclic simple‐shear test results on dynamic moduli and damping factors of soft marine clays. These tests were conducted on 38 undisturbed samples of soft marine clays recovered from five offshore sites. Sample depths ranged from 17 to over 300 ft below seafloor. The test clays had water content ranging from 36 to 86% and plasticity index ranging typically from 30 to 50%. Small‐strain moduli of the test clays were found proportional to consolidation stress and they also depend on void ratio and plasticity index. Normalized shear‐modulus curves and damping curves of the test clays were very similar to those for various onshore and offshore clays. The results of this study may be used to make a preliminary estimate of the dynamic properties of marine clays and to confirm field and laboratory tests on such clays.
    publisherAmerican Society of Civil Engineers
    titleModuli and Damping Factors of Soft Marine Clays
    typeJournal Paper
    journal volume118
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:9(1360)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009
    contenttypeFulltext
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