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    Geotechnical Properties of Blends of Recycled Clay Masonry and Recycled Concrete Aggregates in Unbound Pavement Construction 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 006
    Author(s): A. M. Azam; D. A. Cameron
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the engineering characteristics of blends of recycled clay masonry (RCM) with recycled concrete aggregate (RCA) from two material producers from South Australia. The proportion by dry mass of RCM was ...
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    Permanent Strain of Unsaturated Unbound Granular Materials from Construction and Demolition Waste 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    Author(s): A. M. Azam; D. A. Cameron; M. M. Rahman
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new equation for estimating the permanent strain of different combinations of recycled clay masonry and recycled concrete aggregate using the concept of matric suction. The aim of this paper was to ...
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    Resilient Behavior of Sodium Alginate–Treated Cohesive Soils for Pavement Applications 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001
    Author(s): M. G. Arab; R. A. Mousa; A. R. Gabr; A. M. Azam; S. M. El-Badawy; A. F. Hassan
    Publisher: American Society of Civil Engineers
    Abstract: Natural weak cohesive subgrade soils are considered low quality foundations for pavement structures that may lead to significant pavement distresses. Several solutions can be proposed to enhance pavement behavior under ...
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