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    Surficial Slope Failure: A Case Study 

    Source: Journal of Performance of Constructed Facilities:;1993:;Volume ( 007 ):;issue: 004
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
    Abstract: In a recent surficial slope failure in a compacted silty sand fill slope it was observed that the failure plane had developed just beneath the bottom of the grass roots. Results of drained direct shear tests performed at ...
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    Discussion: Infiltration Tests on Fractured Compacted Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
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    Case Study of Debris Flow 

    Source: Journal of Performance of Constructed Facilities:;1994:;Volume ( 008 ):;issue: 003
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
    Abstract: A debris flow is defined as soil with entrained water and air that moves readily as a fluid on low slopes. A case history of a debris flow adjacent to the Pauma Indian Reservation is described. Two contributing factors in ...
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    Discussion: Context for Writing in Engineering Curriculum 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
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    Performance of Slab‐on‐Grade Foundations on Expansive Soil 

    Source: Journal of Performance of Constructed Facilities:;1994:;Volume ( 008 ):;issue: 002
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
    Abstract: A slab‐on‐grade must be designed to resist two types of expansive soil movement: the short‐term cyclic heave/shrinkage around the perimeter of the foundation and the long‐term progressive swelling beneath the center of the ...
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    Discussion of “State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes” by James Michael Duncan 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
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    Sample Disturbance of Collapsible Soil 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
    Abstract: Collapsible soils are susceptible to a large reduction in volume upon wetting. For the soil tested, the sampling process did have an effect on the laboratory test results. The process of driving a Shelby Tube into the ...
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    Discussion of “<i>Collapse of Compacted Clayey Sand</i>” by Evert C. Lawton, Richard J. Fragaszy, and James H. Hardcastle (September, 1989, Vol. 115, No. 9) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Mechanisms of Strength Loss in Stiff Clays</i>” by Timothy D. Stark and J. Michael Duncan (January, 1991, Vol. 117, No. 1) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Sample Disturbance of Collapsible Soil</i>” by Robert W. Day (January, 1990, Vol. 116, No. 1) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Robert W. Day
    Publisher: American Society of Civil Engineers
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