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    Aging of Oil/Gas-Bearing Sediments, Their Compressibility, and Subsidence

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author:
    T. Hueckel
    ,
    G. Cassiani
    ,
    Fan Tao
    ,
    A. Pellegrino
    ,
    V. Fioravante
    DOI: 10.1061/(ASCE)1090-0241(2001)127:11(926)
    Publisher: American Society of Civil Engineers
    Abstract: The in situ stiffness and apparent maximum preconsolidation stress of many soils and sediments appear to be higher than in the laboratory tests. We seek to verify experimentally whether this also holds for deep marine sediments. We also discuss an alternative explanation for this effect to the classical one, implying the sample damage during coring. We test numerically the explanation, suggesting possible unaccounted changes in stiffness, occurring in sediments in situ when subjected to aging, or secondary compression for geological scale time periods. Results of “aging tests” on sandy and clayey sediments are presented, involving secondary compression at the constant in situ stress level, during which strain develops together with other changes in properties. Only two weeks of aging produced a notable increase in the apparent maximum preconsolidation stress and in the stiffness below it, and above the in situ stress. A framework for a mathematical model is proposed, based on the supposition that during aging the sediment develops a secondary microstructure through reactions of local dissolution/precipitation of less stable minerals.
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      Aging of Oil/Gas-Bearing Sediments, Their Compressibility, and Subsidence

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51979
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorT. Hueckel
    contributor authorG. Cassiani
    contributor authorFan Tao
    contributor authorA. Pellegrino
    contributor authorV. Fioravante
    date accessioned2017-05-08T21:27:07Z
    date available2017-05-08T21:27:07Z
    date copyrightNovember 2001
    date issued2001
    identifier other%28asce%291090-0241%282001%29127%3A11%28926%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51979
    description abstractThe in situ stiffness and apparent maximum preconsolidation stress of many soils and sediments appear to be higher than in the laboratory tests. We seek to verify experimentally whether this also holds for deep marine sediments. We also discuss an alternative explanation for this effect to the classical one, implying the sample damage during coring. We test numerically the explanation, suggesting possible unaccounted changes in stiffness, occurring in sediments in situ when subjected to aging, or secondary compression for geological scale time periods. Results of “aging tests” on sandy and clayey sediments are presented, involving secondary compression at the constant in situ stress level, during which strain develops together with other changes in properties. Only two weeks of aging produced a notable increase in the apparent maximum preconsolidation stress and in the stiffness below it, and above the in situ stress. A framework for a mathematical model is proposed, based on the supposition that during aging the sediment develops a secondary microstructure through reactions of local dissolution/precipitation of less stable minerals.
    publisherAmerican Society of Civil Engineers
    titleAging of Oil/Gas-Bearing Sediments, Their Compressibility, and Subsidence
    typeJournal Paper
    journal volume127
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2001)127:11(926)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    contenttypeFulltext
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