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    Softening of Fill Slopes due to Moisture Infiltration 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): Robert W. Day; Gregory W. Axten
    Publisher: American Society of Civil Engineers
    Abstract: Fill in slope areas is generally placed and compacted near optimum moisture, which is often well below saturation. At optimum moisture content, compacted clayey fill has high shear-strength characteristics because of ...
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    Surficial Stability of Compacted Clay Slopes 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Robert W. Day; Gregory W. Axten
    Publisher: American Society of Civil Engineers
    Abstract: Surficial failures are quite common and are caused by a reduction in shear strength due to saturation and swell coupled with a condition of seepage parallel to the slope face. An equation relating factor of safety to depth ...
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    Closure to “<i>Surficial Stability of Compacted Clay Slopes</i>” by Robert W. Day and Gregory W. Axten (April, 1989, Vol. 115, No. 4) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Robert W. Day; Gregory W. Axten
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Softening of Fill Slopes due to Moisture Infiltration</i>” by Robert W. Day and Gregory W. Axten (September, 1990, Vol. 116, No. 9) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Robert W. Day; Gregory W. Axten
    Publisher: American Society of Civil Engineers
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