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    Causative Mechanisms of Rainfall-Induced Fill Slope Failures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): H. Chen; C. F. Lee; K. T. Law
    Publisher: American Society of Civil Engineers
    Abstract: Slope failures in fill slopes formed by loosely compacted, completely decomposed granite in Hong Kong occur commonly during intense tropical rainstorms. The stress path greatly influences the shear strength of the soil ...
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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(s): A. G. Li; L. G. Tham; Z. Q. Yue; C. F. Lee; K. T. Law
    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 ...
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