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    Effect of Permeability on Surficial Stability of Homogeneous Slopes 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Daniel Pradel; Glen Raad
    Publisher: American Society of Civil Engineers
    Abstract: In Southern California the conventional method for evaluating surficial stability has a bias towards cohesion. It suggests that surficial failures are more likely in slopes made of sandy and gravelly soils, than those ...
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    Closure to “<i>Effect of Permeability on Surficial Stability of Homogeneous Slopes</i>” by Daniel Pradel and Glen Raad (February, 1993, Vol. 119, No. 2) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): Daniel Pradel; Glen Raad
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Hydrocompression Settlement of Deep Fills</i>” by Thomas L. Brandon, J. Michael Duncan, and William S. Gardner (October, 1990, Vol. 116, No. 10) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Daniel Pradel; Glen Raad; Russell G. Harter
    Publisher: American Society of Civil Engineers
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    Case History of Landslide Movement during the Northridge Earthquake 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Daniel Pradel; Patrick M. Smith; Jonathan P. Stewart; Glen Raad
    Publisher: American Society of Civil Engineers
    Abstract: We document a case history of Northridge earthquake induced movement of a coherent landslide mass comprised principally of weathered, previously sheared siltstone. Information on the residual shear strength of the material ...
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