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    Laboratory Study on Leaching of Calcareous Soil from Kuwait

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author:
    Hasan Al‐Sanad
    ,
    Basel Al‐Bader
    DOI: 10.1061/(ASCE)0733-9410(1990)116:12(1797)
    Publisher: American Society of Civil Engineers
    Abstract: Leaching of calcareous soils due to dewatering is a problem that needs to be addressed because of the cemented nature of Kuwait soils and the numerous projects that incorporate pumping water from the ground. A laboratory investigation is initiated to understand the process of leaching of cementing salts and to study the factors controlling it. Leaching is found to be directly proportional to both soil density and percentage of fines. The flow rate has an insignificant effect, although brackish water has slightly less leaching capability than distilled water. Throughout the testing program the leaching process became essentially complete after a volume of water equivalent to approximately 3.5 times the pore volume passed through the soil.
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      Laboratory Study on Leaching of Calcareous Soil from Kuwait

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/20578
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    • Journal of Geotechnical Engineering

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    contributor authorHasan Al‐Sanad
    contributor authorBasel Al‐Bader
    date accessioned2017-05-08T20:35:35Z
    date available2017-05-08T20:35:35Z
    date copyrightDecember 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A12%281797%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20578
    description abstractLeaching of calcareous soils due to dewatering is a problem that needs to be addressed because of the cemented nature of Kuwait soils and the numerous projects that incorporate pumping water from the ground. A laboratory investigation is initiated to understand the process of leaching of cementing salts and to study the factors controlling it. Leaching is found to be directly proportional to both soil density and percentage of fines. The flow rate has an insignificant effect, although brackish water has slightly less leaching capability than distilled water. Throughout the testing program the leaching process became essentially complete after a volume of water equivalent to approximately 3.5 times the pore volume passed through the soil.
    publisherAmerican Society of Civil Engineers
    titleLaboratory Study on Leaching of Calcareous Soil from Kuwait
    typeJournal Paper
    journal volume116
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:12(1797)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 012
    contenttypeFulltext
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