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    System Reliability Analysis for Seismic Stability of the Soldier Pile 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022159
    Author(s): A. R. Kalantari; A. Johari
    Publisher: ASCE
    Abstract: The stability of the retaining system under seismic conditions is an important
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    Analytical System Reliability Analysis of a Geotextile-Reinforced Retaining Wall 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024231-1
    Author(s): A. Johari; H. Elyasi
    Publisher: American Society of Civil Engineers
    Abstract: A geotextile-reinforced retaining wall is a geotechnical structure with many design parameters. Hence, the uncertainty of the input parameters considerably affects the design of these structures. On the other hand, when ...
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    Stochastic Analysis of Rainfall-Induced Slope Instability and Steady-State Seepage Flow Using Random Finite-Element Method 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 008
    Author(s): A. Johari; A. Talebi
    Publisher: American Society of Civil Engineers
    Abstract: The stochastic analysis of unsaturated rainfall-induced slope instability has been studied by many researchers. However, the applicability of random FEM (RFEM) has not been used enough to assess the effect of the uncertainty ...
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    Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021020-1
    Author(s): A. Johari; A. Talebi
    Publisher: ASCE
    Abstract: The inherent variability of soil parameters noticeably influences geotechnical structures such as piled-raft foundations. In this research the application of random fields is extended to a stochastic analysis of a piled-raft ...
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    Prediction of Soil–Water Characteristic Curve Using Genetic Programming 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): A. Johari; G. Habibagahi; A. Ghahramani
    Publisher: American Society of Civil Engineers
    Abstract: In this technical note, a genetic programming (GP) approach is employed to predict the soil–water characteristic curve (SWCC) of soils. The GP model requires an input terminal set that consists of initial void ratio, initial ...
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