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    Ground Granulated Blast Furnace Slag as a Partial Replacement of Cement in Open-Graded Cement-Stabilized Macadam 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004:;page 04024011-1
    Author(s): Saranya Ullas; C. S. Bindu; Vishnu Radhakrishnan
    Publisher: ASCE
    Abstract: Pavement engineers are paying attention to the stabilization of granular layers in the modern era of sustainable construction. A well-drained pavement can extend the service life to its design life if properly designed and ...
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    Effect of RAP Dissociation and Agglomeration on Recycled Asphalt Binder Availability 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009:;page 04024264-1
    Author(s): Aravindmanikandan R.; Vishnu Radhakrishnan; G. Bharath
    Publisher: American Society of Civil Engineers
    Abstract: A milled recycled asphalt pavement (RAP) particle can be a cluster of one or more aggregates coated with an aged RAP binder. While RAP material is added to virgin aggregates and binder in a pugmill, the RAP cluster undergoes ...
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    Evaluation of Deflection Bowl Parameters in Low-Volume Roads 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2023:;Volume ( 149 ):;issue: 004:;page 04023021-1
    Author(s): Jithin Kurian Andrews; Vishnu Radhakrishnan; Reebu Zachariah Koshy
    Publisher: ASCE
    Abstract: Evaluation of pavement deflection bowl using nondestructive testing (NDT) is an ideal method for assessing the structural capacity of individual layers of a pavement system. However, the cost of modern NDT equipment and ...
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    Quantifying the Degree of Binder Availability in Recycled Asphalt Mix Design Using White and Black Rock Mixes 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023237-1
    Author(s): K. V. N. Maheswara Raju; Vishnu Radhakrishnan; Venkaiah Chowdary
    Publisher: ASCE
    Abstract: Quantifying recycled asphalt binder availability in recycled asphalt pavement (RAP) mix design is very essential, as the widely adopted 100% RAP binder availability assumption in RAP mix design never holds correct. Depending ...
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    Development of Performance-Based Blending Charts for Recycled Binder Blends 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007:;page 04024184-1
    Author(s): E. Harshavardhan Goud; Vishnu Radhakrishnan; Venkaiah Chowdary; G. Bharath
    Publisher: American Society of Civil Engineers
    Abstract: This study explores the development of performance-based blending charts for recycled binder blends, considering the rutting and fatigue resistance of recycled binder blends. For developing the blending chart, the ...
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    Evaluation of Optimized Mixing Duration in Mixes Incorporating Coarse and Fine RAP Using a Performance Space Diagram 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007:;page 04025195-1
    Author(s): Aravindmanikandan R.; E. Harshavardhan Goud; Vishnu Radhakrishnan; G. Bharat
    Publisher: American Society of Civil Engineers
    Abstract: To reduce the inherent variability in the production of mixtures containing reclaimed asphalt pavement (RAP) (referred to herein as RAP mixes), highway engineers prefer fractionated RAP material. The present study examines ...
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    Laboratory Evaluation of Emulsion-Treated Base Layer Mixes Incorporating Reclaimed Asphalt Pavement Materials 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007:;page 04023198-1
    Author(s): Jithin Kurian Andrews; Vishnu Radhakrishnan; Reebu Zachariah Koshy
    Publisher: American Society of Civil Engineers
    Abstract: Emulsion-Treated Base (ETB) is one of the most preferred base layer stabilization methods in which dense graded aggregates are treated with a slow setting bituminous emulsion. To reduce the cost of ETB and minimize the ...
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