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    Predissolution and Postdissolution Penetration Resistance

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    Minsu
    ,
    Cha
    ,
    J. Carlos
    ,
    Santamarina
    DOI: 10.1061/(ASCE)GT.1943-5606.0000949
    Publisher: American Society of Civil Engineers
    Abstract: Mineral dissolution is a common chemomechanical digenetic process in geological systems. The penetration resistance in sediments that have experienced dissolution is studied using a laboratory-scale cone penetration test device and a calibration chamber. Variables include the initial sediment density and mass fraction of soluble grains. Results show that the void ratio increases with the extent of mineral dissolution; the magnitude of the void ratio change is higher in initially dense sediments. A terminal void ratio is found for dissolution; the void ratio after dissolution will not exceed this terminal void ratio regardless of the extent of dissolution. For boundary conditions applied in this study, the terminal void ratio for dissolution corresponds to a relative density of
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      Predissolution and Postdissolution Penetration Resistance

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    contributor authorMinsu
    contributor authorCha
    contributor authorJ. Carlos
    contributor authorSantamarina
    date accessioned2017-05-08T21:48:08Z
    date available2017-05-08T21:48:08Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29gt%2E1943-5606%2E0000967.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62771
    description abstractMineral dissolution is a common chemomechanical digenetic process in geological systems. The penetration resistance in sediments that have experienced dissolution is studied using a laboratory-scale cone penetration test device and a calibration chamber. Variables include the initial sediment density and mass fraction of soluble grains. Results show that the void ratio increases with the extent of mineral dissolution; the magnitude of the void ratio change is higher in initially dense sediments. A terminal void ratio is found for dissolution; the void ratio after dissolution will not exceed this terminal void ratio regardless of the extent of dissolution. For boundary conditions applied in this study, the terminal void ratio for dissolution corresponds to a relative density of
    publisherAmerican Society of Civil Engineers
    titlePredissolution and Postdissolution Penetration Resistance
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000949
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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