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    Recycled Concrete Aggregate as Alternative Pavement Materials: Experimental and Parametric Study 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001:;page 04020076
    Author(s): Ali Alnedawi; M. A. Rahman
    Publisher: ASCE
    Abstract: Recycled concrete aggregate (RCA) is one of the alternatives to virgin material that has engendered interest in recent years, especially as an alternative aggregate. There are limited available studies assessing the ...
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    Wetting, Frost Formation and Melt Water Retention Pattern on Microgrooved Surfaces 

    Source: Journal of Heat Transfer:;2012:;volume( 134 ):;issue: 008:;page 80907
    Author(s): M. A. Rahman; A. M. Jacobi
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Resilient Modulus and Permanent Deformation Responses of Geogrid-Reinforced Construction and Demolition Materials 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 003
    Author(s): M. A. Rahman; A. Arulrajah; J. Piratheepan; M. W. Bo; M. A. Imteaz
    Publisher: American Society of Civil Engineers
    Abstract: Extensive amounts of natural quarry aggregates are currently being used in road and pavement applications. The use of construction and demolition (C&D) materials such as recycled concrete aggregate (RCA), crushed brick ...
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    Evaluation of Interface Shear Strength Properties of Geogrid-Reinforced Construction and Demolition Materials Using a Modified Large-Scale Direct Shear Testing Apparatus 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author(s): A. Arulrajah; M. A. Rahman; J. Piratheepan; M. W. Bo; M. A. Imteaz
    Publisher: American Society of Civil Engineers
    Abstract: The interface shear strength properties of geogrid-reinforced construction and demolition (C&D) aggregates were determined using a modified large scale direct shear test (DST) apparatus. Comparisons were made between the ...
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    Fragility Analysis of Retrofitted Multicolumn Bridge Bent Subjected to Near-Fault and Far-Field Ground Motion 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 010
    Author(s): A. H. M. Muntasir; Billah; M. Shahria; Alam; M. A. Rahman; Bhuiyan
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on the fragility-based seismic vulnerability assessment of retrofitted multicolumn bridge bents. Fragility curves are developed to assess the relative performance of various retrofit methods under both ...
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