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    Performance of a Stabilized Aggregate Base Subject to Different Durability Procedures 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 005
    Author(s): Naji N. Khoury; Robert Brooks
    Publisher: American Society of Civil Engineers
    Abstract: This study examined the effects of two freeze-thaw (FT) laboratory procedures, FT-1 and FT-2, on stabilized aggregate specimens. Cylindrical specimens were stabilized with 10% Class C fly ash (CFA) cured for selected periods ...
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    Variation of Resilient Modulus, Strength, and Modulus of Elasticity of Stabilized Soils with Postcompaction Moisture Contents 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 002
    Author(s): Naji Khoury; Robert Brooks; Santhoshini Yadav Boeni; Damodar Yada
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluated the effect of postcompaction moisture variations on the resilient modulus (
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    Geotechnical Properties of Problem Soils Stabilized with Fly Ash and Limestone Dust in Philadelphia 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): Robert Brooks; Felix F. Udoeyo; Keerthi V. Takkalapelli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a laboratory experimental program to evaluate the potential of limestone dust (LSD) and coal fly ash (CFA) to stabilize some problem soils in southeastern Pennsylvania. Some of the ...
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    Properties of Palm Nut Fiber–Reinforced Cement Composite Containing Pulverized Kernel Shell as Supplementary Material 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    Author(s): Felix F. Udoeyo; Chinedu I. O. Anyanwu; Robert Brooks; Philip Udo-Inyang
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental program to evaluate the properties of a novel building material—oil palm waste-cement composite (OPWCC) are presented in this paper. Cement paste samples containing 0, 20, 40, 60, and 80% ...
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