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    Evaluation of Prediction Methods for Lateral Deformation of GRS Walls and Abutments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Mahsa Khosrojerdi; Ming Xiao; Tong Qiu; Jennifer Nicks
    Publisher: American Society of Civil Engineers
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    Nonlinear Equation for Predicting the Settlement of Reinforced Soil Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Mahsa Khosrojerdi; Ming Xiao; Tong Qiu; Jennifer Nicks
    Publisher: American Society of Civil Engineers
    Abstract: A reinforced soil foundation (RSF) consists of layers of geosynthetic reinforcement and compacted granular fill material. The RSF approach is a fast, sustainable, and economical alternative to shallow foundation design. ...
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    Effects of Backfill Constitutive Behavior and Soil–Geotextile Interface Properties on Deformations of Geosynthetic-Reinforced Soil Piers under Static Axial Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Mahsa Khosrojerdi; Tong Qiu; Ming Xiao; Jennifer Nicks
    Publisher: ASCE
    Abstract: In this research, a numerical investigation was conducted to study the effects of backfill constitutive behavior on the vertical and horizontal deformations of geosynthetic-reinforced soil (GRS) piers under static axial ...
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