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    Behavior of Axially and Eccentrically Loaded Trapezoidal Shell Footings Resting on a Granular Assembly 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 008:;page 04022119
    Author(s): Sohrab Sharifi; Saeed Abrishami; Daniel Dias; Pooya Dastpak
    Publisher: ASCE
    Abstract: The objective of this paper is to investigate the behavior of strip shell footings subjected to axial and eccentric loads resting on a cylindrical steel rods assembly that simulates granular soil. An image processing ...
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    Probabilistic Analysis of a Nailed Wall: Use of the Random Field Theory and Ordered Weighted Averaging Method 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024293-1
    Author(s): Pooya Dastpak; Rita L. Sousa; Farzaneh Salles-Najar; Sina Javankhoshdel; Daniel Dias
    Publisher: American Society of Civil Engineers
    Abstract: This study aimed to emphasize the significance of spatial variability in soil strength parameters on the behavior of nailed walls, highlighting the necessity of probabilistic design approaches. The investigation involved ...
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    Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021155-1
    Author(s): Pooya Dastpak; Reza Jamshidi Chenari; Brigid Cami; Sina Javankhoshdel
    Publisher: ASCE
    Abstract: The purpose of this study is to examine the behavior of simple soil slopes reinforced with geosynthetics using deterministic and stochastic as well as circular and noncircular limit equilibrium method (LEM) of slope stability ...
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