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    Accelerated Subgrade Stabilization Using Enzymatic Lime Technique 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): Greeshma Nizy Eujine; S. Chandrakaran; N. Sankar
    Publisher: American Society of Civil Engineers
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    Experimental Investigation of Response of Different Granular Soil–3D Geogrid Interfaces Using Large-Scale Direct Shear Tests 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 004
    Author(s): Femy M. Makkar; S. Chandrakaran; N. Sankar
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effect of reinforcement forms on the interface shear strength of geosynthetic-reinforced granular soil by conducting a set of large-scale direct shear tests. Three sands of different size (fine, ...
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    Effect of Nano-CaCO3 and Nanosilica on the Strength and Deformation Behavior of Black Cotton Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 008:;page 04025080-1
    Author(s): Swapna Thomas; S. Chandrakaran; N. Sankar
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the impact of optimum dosages of nano-calcium carbonate (nano-CaCO3) and nanosilica on the engineering behavior of black cotton soil. The desired percentage of nano-addition, 2%, for both nanomaterials, ...
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    Development of Hybrid Material as Drainage Media and Efficiency Comparison of Various Vertical Drains 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
    Author(s): Anil Joseph; S. Chandrakaran; N. Sankar; Babu T. Jose
    Publisher: American Society of Civil Engineers
    Abstract: Vertical drains are extensively used for ground improvement in order to accelerate the consolidation settlement of soft clay deposits. In the case of very soft clay, if sand/aggregate alone is provided, the diameter of the ...
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