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    Convective Drying Analysis of Transversely Isotropic Natural Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022073
    Author(s): Mohammadreza Mir Tamizdoust; Omid Ghasemi-Fare
    Publisher: ASCE
    Abstract: The drying phenomenon in clays is a multiphysical process accompanied by alterations in the thermal, hydraulic, and mechanical states of the multiphase system. Reversible and irreversible characteristics of shrinkage ...
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    Nonisothermal Failure Envelopes of Strip Shallow Foundations Resting on Partially Saturated Clay Subjected to Combined Inclined and Eccentric Loadings 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022255-1
    Author(s): Masoud Jamshidi Chenari; Meghdad Payan; Omid Ghasemi-Fare
    Publisher: American Society of Civil Engineers
    Abstract: Shallow foundations are commonly resting on partially saturated soil and are very likely to be exposed to severe variations of temperature. The degree of saturation and matric suction will be changed at the elevated ...
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    Numerical and Analytical Study on Axial Ultimate Bearing Capacity of Fixed-Head Energy Piles in Different Soils 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001:;page 04021258
    Author(s): Amir Akbari Garakani; Bahareh Heidari; Sahar Mokhtari Jozani; Omid Ghasemi-Fare
    Publisher: ASCE
    Abstract: In this paper, the axial ultimate bearing capacity of fixed-head concrete energy piles is studied considering various soils and thermomechanical loads, through numerical and analytical models. Accordingly, an axisymmetric ...
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