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    Seismic Stability of Gentle Infinite Slopes 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Tarik Hadj‐Hamou; Edward Kavazanjian, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Deterministic and probabilistic analyses of the stability of gentle infinite slopes subject to seismically induced excess pore pressures and inertia forces are developed. In the deterministic analysis, classical equations ...
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    Liquefaction Potential Map for Charleston, South Carolina 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): David J. Elton; Tarik Hadj‐Hamou
    Publisher: American Society of Civil Engineers
    Abstract: The liquefaction potential of saturated cohesionless deposits in Charleston, South Carolina, was evaluated probabilistically. The map is a combination of liquefaction susceptibility and liquefaction opportunity. Critical ...
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    Closure to “<i>Seismic Stability of Gentle Infinite Slopes</i>” by Tarik Hadj‐Hamou and Edward Kavazanjian, Jr. (June 1985, Vol. 111, No. 6) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Tarik Hadj‐Hamou; Edward Kavazanjian, Jr.
    Publisher: American Society of Civil Engineers
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    Laboratory Testing of Filters and Slot Sizes for Relief Wells 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): Tarik Hadj‐Hamou; Mohammed R. Tavassoli; Walter C. Sherman
    Publisher: American Society of Civil Engineers
    Abstract: Results of a laboratory experimental program conducted to evaluate three different criteria for the selection of the required screen slot width for gravel pack relief wells are presented. A widely graded filter is used in ...
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