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    Constitutive Model for Describing the Fully Coupled Hydromechanical Behavior of Unsaturated Soils 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021027-1
    Author(s): Majid Mahmoodabadi; L. Sebastian Bryson
    Publisher: ASCE
    Abstract: Many constitutive models have been developed to describe hydromechanical characteristics of unsaturated soils. However, most models lack the capability to adequately simulate the change of the yield stress with suction, ...
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    Direct Application of the Soil–Water Characteristic Curve to Estimate the Shear Modulus of Unsaturated Soils 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 001:;page 04020243
    Author(s): Majid Mahmoodabadi; L. Sebastian Bryson
    Publisher: ASCE
    Abstract: The small-strain shear modulus of soils is a key parameter in the design of geotechnical systems and analysis of the soil–structure response to earth and earth-supported infrastructure. However, the small-strain shear ...
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    Prediction of Consolidation and Shear Behavior of Fly Ash–Soil Mixtures Using Mixture Theory 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    Author(s): L. Sebastian Bryson; Majid Mahmoodabadi; Kwame Adu-Gyamfi
    Publisher: American Society of Civil Engineers
    Abstract: Fly ash is the most generated coal combustion by-product (CCP) and causes the most substantial disposal issues. The current practice of landfilling these materials is costly and ultimately reduces available landfill space. ...
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