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    Stability and Evolution of Planar and Concave Slopes under Unsaturated and Rainfall Conditions 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Arash Hassanikhah; Eric C. Drumm
    Publisher: ASCE
    Abstract: Natural slopes are often observed to have a concave, convex, or a combination concave/convex profile, yet constructed slopes are traditionally designed with planar cross-sectional geometry. In this paper, the stability of ...
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    Novel Approach to Measuring Tensile Strength of Compacted Clayey Soil during Desiccation 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Maryam Varsei; Gerald A. Miller; Arash Hassanikhah
    Publisher: American Society of Civil Engineers
    Abstract: Desiccation of soil is the gradual process of moisture loss from a fully or partially saturated condition to a dry state. If the soil is constrained against shrinkage during desiccation, it will begin to crack when tensile ...
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    Tensoresistive PVC Coating for Sensor-Enabled Geogrids 

    Source: Journal of Nanomechanics and Micromechanics:;2014:;Volume ( 004 ):;issue: 004
    Author(s): Kianoosh Hatami; Arash Hassanikhah; Hessam Yazdani; Brian P. Grady
    Publisher: American Society of Civil Engineers
    Abstract: A study has been conducted to develop a new generation of geosynthetic materials based on the tensoresistivity of polymers filled with electrically conducting particles. These materials, called sensor-enabled geosynthetics ...
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