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    Quantification of Desiccation Cracking and Strain Localization in Lime-Treated Compacted Expansive Soils Using DIA and DIC 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002:;page 04023541-1
    Author(s): Brijesh Kumar Agarwal; Ajanta Sachan
    Publisher: ASCE
    Abstract: The present experimental study is focused on quantifying the initiation and propagation of desiccation cracking and strain localization in lime-treated compacted expansive soils subjected to controlled temperature and ...
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    Effect of Microfabric on Shear Behavior of Kaolin Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Ajanta Sachan; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: The influence of geometric arrangement of platelets (microfabric) on the mechanical behavior of kaolin clay is investigated using lubricated end triaxial testing on solid cylindrical specimens. A series of compression and ...
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    Cyclic Degradation and Pore-Water Pressure Response of High-Plasticity Compacted Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021113-1
    Author(s): Naman Kantesaria; Ajanta Sachan
    Publisher: ASCE
    Abstract: This experimental study focused on cyclic degradation and cyclic pore-water pressure response of high-plasticity compacted clay under different dynamic loading and initial static shear stress conditions. The strain-controlled ...
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