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    Theoretical Analysis of Pressure-Dependent K0 for Normally Consolidated Clays Using Critical State Soil Models 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 003
    Author(s): Hu Nian;Shang Xiang-Yu;Yu Hai-Sui
    Publisher: American Society of Civil Engineers
    Abstract: The coefficient of earth pressure at rest (K) for normally consolidated clays increases nonlinearly with increasing consolidation pressure toward a steady value under high pressure rather than remaining constant. Analytical ...
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    Parsimonious Universal Function Approximator for Elastic and Elastoplastic Cavity Expansion Problems 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 009:;page 04025093-1
    Author(s): Chen, Xiao-Xuan; Zhang, Pin; Yu, Hai-Sui; Yin, Zhen-Yu; Sheil, Brian
    Publisher: American Society of Civil Engineers
    Abstract: AbstractPhysics-informed neural networks (PINNs) have prevailed as an effective universal function approximator to solve a wide range of governing partial differential equations (PDEs) and ordinary differential equations ...
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    DSpace software copyright © 2002-2015  DuraSpace
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