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    Model for Lateral Swelling Pressure in Unsaturated Expansive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021096-1
    Author(s): Masood Abdollahi; Farshid Vahedifard
    Publisher: ASCE
    Abstract: Unsaturated expansive soils annually cause major economic losses and structural damages to foundations and earthen structures, primarily due to exhibiting large amounts of swelling and shrinkage when subjected to variations ...
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    Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001:;page 04021259
    Author(s): Masood Abdollahi; Farshid Vahedifard
    Publisher: ASCE
    Abstract: The resilient modulus, MR, of subgrade soils is an important parameter in design and analysis of pavements. Subgrade soils are often unsaturated and can experience a wide range of suctions due to changes in water content ...
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    Levee Fragility Behavior under Projected Future Flooding in a Warming Climate 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Farshid Vahedifard; Firas H. Jasim; Fred T. Tracy; Masood Abdollahi; Aneseh Alborzi; Amir AghaKouchak
    Publisher: ASCE
    Abstract: Adaptation to climate change requires careful evaluation of infrastructure performance under future climatic extremes. This study demonstrates how a multidisciplinary approach integrating geotechnical engineering, hydrology, ...
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