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    Numerical Simulation of Geosynthetic Clay Liner Desiccation under High Thermal Gradients and Low Overburden Stress

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
    Author:
    Ali Ghavam-Nasiri
    ,
    Abbas El-Zein
    ,
    David Airey
    ,
    R. Kerry Rowe
    ,
    Abdelmalek Bouazza
    DOI: 10.1061/(ASCE)GM.1943-5622.0001425
    Publisher: American Society of Civil Engineers
    Abstract: A multiphase, thermohydro-mechanical model of unsaturated soils is presented to assess the risk of desiccation of a geosynthetic clay liner (GCL) in a composite lining system (i.e., a high-density polyethylene geomembrane over a geosynthetic clay liner) under conditions encountered in brine or solar ponds, where temperatures can reach up to 95°C and the geosynthetic clay liner is subject to low effective stress. The model considers void ratio and temperature-dependent soil–water characteristic curves (SWCCs) for needle-punched GCLs. The model was validated against results from experimental column studies.
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      Numerical Simulation of Geosynthetic Clay Liner Desiccation under High Thermal Gradients and Low Overburden Stress

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4260268
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    • International Journal of Geomechanics

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    contributor authorAli Ghavam-Nasiri
    contributor authorAbbas El-Zein
    contributor authorDavid Airey
    contributor authorR. Kerry Rowe
    contributor authorAbdelmalek Bouazza
    date accessioned2019-09-18T10:41:11Z
    date available2019-09-18T10:41:11Z
    date issued2019
    identifier other%28ASCE%29GM.1943-5622.0001425.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260268
    description abstractA multiphase, thermohydro-mechanical model of unsaturated soils is presented to assess the risk of desiccation of a geosynthetic clay liner (GCL) in a composite lining system (i.e., a high-density polyethylene geomembrane over a geosynthetic clay liner) under conditions encountered in brine or solar ponds, where temperatures can reach up to 95°C and the geosynthetic clay liner is subject to low effective stress. The model considers void ratio and temperature-dependent soil–water characteristic curves (SWCCs) for needle-punched GCLs. The model was validated against results from experimental column studies.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Geosynthetic Clay Liner Desiccation under High Thermal Gradients and Low Overburden Stress
    typeJournal Paper
    journal volume19
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001425
    page04019069
    treeInternational Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
    contenttypeFulltext
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