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Performance of a Stabilized Aggregate Base Subject to Different Durability Procedures
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 ...
Variation of Resilient Modulus, Strength, and Modulus of Elasticity of Stabilized Soils with Postcompaction Moisture Contents
Publisher: American Society of Civil Engineers
Abstract: This study evaluated the effect of postcompaction moisture variations on the resilient modulus (
Geotechnical Properties of Problem Soils Stabilized with Fly Ash and Limestone Dust in Philadelphia
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 ...
Properties of Palm Nut Fiber–Reinforced Cement Composite Containing Pulverized Kernel Shell as Supplementary Material
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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