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    Reclaimed Asphalt Pavement and Recycled Concrete Aggregate Blends in Pavement Subbases: Laboratory and Field Evaluation 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 002
    Author(s): A. Arulrajah; J. Piratheepan; M. M. Disfani
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, efforts have been made to incorporate reclaimed asphalt pavement (RAP) into pavement base or subbase applications by means of cement binder stabilization. This approach, however, may not be an environmentally ...
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    Geotechnical and Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement Subbase Applications 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 008
    Author(s): A. Arulrajah; J. Piratheepan; M. M. Disfani; M. W. Bo
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive laboratory evaluation of the geotechnical and geoenvironmental properties of five predominant types of construction and demolition (C&D) waste materials was undertaken in this research study. The C&D materials ...
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    Laboratory Evaluation of the Geotechnical Characteristics of Wastewater Biosolids in Road Embankments 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 011
    Author(s): A. Arulrajah; M. M. Disfani; V. Suthagaran; M. W. Bo
    Publisher: American Society of Civil Engineers
    Abstract: An extensive suite of geotechnical laboratory tests were undertaken on wastewater biosolids to evaluate their sustainable usage as a fill material in road embankments. Geotechnical tests undertaken include particle size ...
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    Resilient Moduli Response of Recycled Construction and Demolition Materials in Pavement Subbase Applications 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    Author(s): A. Arulrajah; J. Piratheepan; M. M. Disfani; M. W. Bo
    Publisher: American Society of Civil Engineers
    Abstract: Results of an extensive series of repeated load triaxial tests performed on three major recycled construction and demolition (C&D) materials at various moisture contents and stress levels were analysed to ascertain their ...
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    Recycled-Glass Blends in Pavement Base/Subbase Applications: Laboratory and Field Evaluation 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
    Author(s): A. Arulrajah; M. M. Y. Ali; M. M. Disfani; S. Horpibulsuk
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the findings of a field and laboratory evaluation on the use of recycled glass blends as unbound pavement base/subbase materials. The parent recycled aggregates studied in this research were fine recycled ...
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    Geotechnical Performance of Recycled Glass-Waste Rock Blends in Footpath Bases 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 005
    Author(s): A. Arulrajah; M. M. Y. Ali; M. M. Disfani; J. Piratheepan; M. W. Bo
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory and field experiments were undertaken to investigate the possible application of recycled crushed glass blended with crushed basaltic waste rock as a footpath base material. The laboratory experimental program ...
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    Experimental Study on Contact Erosion Failure in Pavement Embankment with Dispersive Clay 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    Author(s): S. Premkumar; J. Piratheepan; A. Arulrajah; M. M. Disfani; P. Rajeev
    Publisher: American Society of Civil Engineers
    Abstract: Soft subgrades are not strong enough to provide the required degree of compaction for a pavement embankment’s foundation. Therefore, it is required to treat the subgrade soil or construct a working platform on top of the ...
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    Experimental Study on Contact Erosion Failure in Pavement Embankment with Dispersive Clay 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    Author(s): S. Premkumar; J. Piratheepan; A. Arulrajah; M. M. Disfani; P. Rajeev
    Publisher: American Society of Civil Engineers
    Abstract: Soft subgrades are not strong enough to provide the required degree of compaction for a pavement embankment’s foundation. Therefore, it is required to treat the subgrade soil or construct a working platform on top of the ...
    Request PDF
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