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    Permeability of Lime-Treated Lateritic Soil 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 005
    Author(s): Kolawole J. Osinubi
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory investigations were carried out on a residual lateritic soil treated with quicklime (up to 8% by weight of dry soil) in order to evaluate the effect of lime content, curing period, and compactive effort on the ...
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    Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 002
    Author(s): Kolawole J. Osinubi
    Publisher: American Society of Civil Engineers
    Abstract: The results of a laboratory study on the influence of standard Proctor and West African standard compactive efforts as well as compaction delays up to 3 h on the compaction and strength characteristics of lateritic soil ...
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    Discussion of “Interactions between Three Tropical Soils and Municipal Solid Waste Landfill Leachate” by E. M. Frempong and E. K. Yanful 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Kolawole J. Osinubi; Charles M. Nwaiwu
    Publisher: American Society of Civil Engineers
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    Compaction Delay Effects on Properties of Lime-Treated Soil 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author(s): Kolawole J. Osinubi; Charles M. Nwaiwu
    Publisher: American Society of Civil Engineers
    Abstract: A statistical study of the effects of compaction delays on properties of lime-stabilized lateritic soil was conducted using two-way analysis of variance and multiple regression analysis. The reductions in mavimum dry density ...
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    Hydraulic Conductivity of Compacted Lateritic Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Kolawole ‘J. Osinubi; Charles M. Nwaiwu
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic conductivity tests were conducted on three samples of lateritic soil obtained from the same borrow area and having a narrow range of fines content. Eighty four specimens were compacted at various molding water ...
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    Discussion of “Strain-Rate Effect on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Charles M. O. Nwaiwu; Kolawole J. Osinubi
    Publisher: American Society of Civil Engineers
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    Design of Compacted Lateritic Soil Liners and Covers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Kolawole J. Osinubi; Charles M. Nwaiwu
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests were conducted on three lateritic soil samples to illustrate some pertinent considerations in the design of compacted lateritic soil liners and covers. The three design parameters investigated are hydraulic ...
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    Discussion of “Impact of Soil Type and Compaction Conditions on Soil Water Characteristic” by C. J. Miller, N. Yesiller, K. Yaldo, and S. Merayyan 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Kolawole J. Osinubi; Charles M. O. Nwaiwu
    Publisher: American Society of Civil Engineers
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    Discussion of “Effect of Desiccation on Compacted Natural Clays” by Brian A. Albrecht and Craig H. Benson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Charles M. O. Nwaiwu; Kolawole J. Osinubi
    Publisher: American Society of Civil Engineers
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