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    Comparison of Field and Laboratory Soil–Water Characteristic Curves

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author:
    A. G. Li
    ,
    L. G. Tham
    ,
    Z. Q. Yue
    ,
    C. F. Lee
    ,
    K. T. Law
    DOI: 10.1061/(ASCE)1090-0241(2005)131:9(1176)
    Publisher: American Society of Civil Engineers
    Abstract: Results of field monitoring of moisture content and matric suction at the crest and berm of a large cut slope in completely decomposed granite in Hong Kong are reported. Field moisture content and matric suction clearly show that the volumetric water content increases as a result of rainfall infiltration and decreases as a result of evaporation. Correspondingly, the matric suction decreases due to rainfall infiltration and increases due to evaporation. Soil–water characteristic curves at different depths at the crest and near the berm of the cut slope are determined from the field data. Unlike soil–water characteristic curves determined in the laboratory by testing small specimens, the field measured soil–water characteristic curves show negligible hysteresis. Engineering implications of the field soil–water characteristic curves are discussed.
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      Comparison of Field and Laboratory Soil–Water Characteristic Curves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52766
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    contributor authorA. G. Li
    contributor authorL. G. Tham
    contributor authorZ. Q. Yue
    contributor authorC. F. Lee
    contributor authorK. T. Law
    date accessioned2017-05-08T21:28:20Z
    date available2017-05-08T21:28:20Z
    date copyrightSeptember 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A9%281176%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52766
    description abstractResults of field monitoring of moisture content and matric suction at the crest and berm of a large cut slope in completely decomposed granite in Hong Kong are reported. Field moisture content and matric suction clearly show that the volumetric water content increases as a result of rainfall infiltration and decreases as a result of evaporation. Correspondingly, the matric suction decreases due to rainfall infiltration and increases due to evaporation. Soil–water characteristic curves at different depths at the crest and near the berm of the cut slope are determined from the field data. Unlike soil–water characteristic curves determined in the laboratory by testing small specimens, the field measured soil–water characteristic curves show negligible hysteresis. Engineering implications of the field soil–water characteristic curves are discussed.
    publisherAmerican Society of Civil Engineers
    titleComparison of Field and Laboratory Soil–Water Characteristic Curves
    typeJournal Paper
    journal volume131
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:9(1176)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
    contenttypeFulltext
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