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    BiLSTM-Based Soil–Structure Interface Modeling 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021096-1
    Author(s): Pin Zhang; Yi Yang; Zhen-Yu Yin
    Publisher: ASCE
    Abstract: Deep learning (DL) algorithm bidirectional long short-term memory (BiLSTM) neural network is employed to model behaviors of the soil–structure interface in this study, as a pioneer research work to investigate the feasibility ...
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    Image-Based 3D Reconstruction of Granular Grains via Hybrid Algorithm and Level Set with Convolution Kernel 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022021
    Author(s): Pin Zhang; Zhen-Yu Yin; Qiushi Chen
    Publisher: ASCE
    Abstract: This study develops a novel method for reconstructing three dimensional (3D) granular grains from computed tomography (CT) images. Unlike previous studies requiring trial-and-error hyperparameters, the hybrid algorithm ...
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    Multifidelity Constitutive Modeling of Stress-Induced Anisotropic Behavior of Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04024003-1
    Author(s): Pin Zhang; Zhen-Yu Yin; Brian Sheil
    Publisher: ASCE
    Abstract: Rigorous modeling of the stress-induced anisotropy of soils with different stress histories and loading conditions typically requires advanced constitutive models. However, calibration of state-of-the-art constitutive ...
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    Ground Response to Horizontal Spoil Discharge Jet Grouting with Impacts on the Existing Tunnels 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Huai-Na Wu; Pin Zhang; Ren-Peng Chen; Xing-Tao Lin; Yuan Liu
    Publisher: ASCE
    Abstract: This study presents an application of horizontal spoil discharge jet-grouting (SDJG) columns in soil improvement between the new undercrossing tunnels and the existing tunnels in Changsha, China. To investigate the impact ...
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    Physics-Informed Multifidelity Residual Neural Networks for Hydromechanical Modeling of Granular Soils and Foundation Considering Internal Erosion 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 004:;page 04022015
    Author(s): Pin Zhang; Zhen-Yu Yin; Yin-Fu Jin; Jie Yang; Brian Sheil
    Publisher: ASCE
    Abstract: Coupled hydromechanical finite-element modeling of granular soils, taking into account internal erosion, is computationally prohibitive. Alternative data-driven approaches require large data sets for training and often ...
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    Semiempirical Predictive Models for Seismically Induced Slope Displacements Considering Ground Motion Directionality 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024080-1
    Author(s): Mao-Xin Wang; Andy Yat Fai Leung; Gang Wang; Pin Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Conventional semiempirical predictive models for seismically induced slope displacement (D) are generally developed based on as-recorded orthogonal ground motion components. Considering orthogonal records reveals that the ...
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    Analytical and Semi-Analytical Solutions for Describing Tunneling-Induced Transverse and Longitudinal Settlement Troughs 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): Pin Zhang; Zhen-Yu Yin; Ren-Peng Chen
    Publisher: ASCE
    Abstract: It is an ongoing problem to develop a solution to predict ground deformation induced by shallow tunnels construction in dry soils. This study proposes a closed-form elastic analytical solution and a plastic analytical ...
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