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    Bearing Capacity of Desiccated Tailings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Daud W. Rassam; David J. Williams
    Publisher: American Society of Civil Engineers
    Abstract: The development of matric suctions in soils contributes to their shear strength, resulting in an enhanced factor of safety against bearing-capacity failure. In this paper, matric suction profiles of desiccated mine tailings ...
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    Relative Celerities of Mobile Bed Flows with Finite Solids Concentrations 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Peter H. Morris; David J. Williams
    Publisher: American Society of Civil Engineers
    Abstract: The relative magnitudes of the celerities at which disturbances on the water surface and the bed are propagated play a key role in the mathematical modeling of mobile bed flow. Earlier analyses assumed that the solids ...
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    Estimating Pavement’s Flood Resilience 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Misbah U. Khan; Mahmoud Mesbah; Luis Ferreira; David J. Williams
    Publisher:
    Abstract: Although several studies observed pavement responses after flooding, no detailed quantification has been done to date. This paper has estimated different pavements’ performances with flooding to identify flood-resilient ...
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    Preflood Road Maintenance Strategy for a Road Authority 

    Source: Journal of Transportation Engineering, Part A: Systems:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Misbah U. Khan; Mahmoud Mesbah; Luis Ferreira; David J. Williams
    Publisher: American Society of Civil Engineers
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    Kaolin Clay Reinforced with a Granular Column Containing Crushed Waste Glass or Traditional Construction Sands 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022030
    Author(s): Danish Kazmi; Mehdi Serati; David J. Williams; Sebastian Quintero Olaya; Sadaf Qasim; Yi Pik Cheng; J. Antonio H. Carraro
    Publisher: ASCE
    Abstract: Installation of granular columns is a cost-effective and versatile in situ technique to improve the shear strength, settlement, and drainage behavior of weak soils. It involves backfilling vertical boreholes in the ground ...
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