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Softening of Fill Slopes due to Moisture Infiltration
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 ...
Surficial Stability of Compacted Clay Slopes
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 ...
Closure to “<i>Surficial Stability of Compacted Clay Slopes</i>” by Robert W. Day and Gregory W. Axten (April, 1989, Vol. 115, No. 4)
Publisher: American Society of Civil Engineers
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)
Publisher: American Society of Civil Engineers