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    Discussion of “<i>Bivariate Lognormal Probability Distribution</i>” by Nick T. Thomopoulos and Anatol Longinow (December, 1984, Vol. 110, No. 12) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Clay Liner Permeability: Evaluation and Variation</i>” by Kingsley Harrop‐Williams (October, 1985, Vol. 111, No. 10) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
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    Arch in Soil Arching 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
    Abstract: It is shown theoretically that the arch describing the minor principal stress in the soil behind a retaining wall can be approximated by a catenary which is very close to circular in the range of interest.
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    Clay Liner Permeability: Evaluation and Variation 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
    Abstract: The primary criterion used in evaluating the suitability of hazardous waste landfills for containing hazardous wastes is permeability, and many regulatory agencies have adopted regulations requiring clay‐lined hazardous ...
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    Probability Distribution of Strength Parameters in Uniform Soils 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
    Abstract: Statistical tests on the cohesional and frictional components of shear strength of soils have repeatedly identified these parameters to be more adequately modeled by the beta distribution than by any of the other common ...
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    Random Nature of Soil Porosity and Related Properties 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
    Abstract: The random nature of soil is examined from a particulate approach. It is shown that the probability distribution of the porosity, void ratio, unit weight, and water content are beta or beta-like and closely modeled by the normal.
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    Closure to “<i>Arch in Soil Arching</i>” by Kingsley Harrop‐Williams (March, 1989, Vol. 115, No. 3) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
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    Finite Element Analysis of Random Soil Media 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 001
    Author(s): Gianalberto Righetti; Kingsley Harrop‐Williams
    Publisher: American Society of Civil Engineers
    Abstract: Application of the stochastic finite element method to a probabilistic characterization of the system based on a random field model appears to be a promising method of analyzing the reliability of structural and geotechnical ...
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