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    Model Test on Backward Erosion Piping under a K0 Stress State 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022015
    Author(s): Fengshou Zhang; Chong Wang; Tuo Wang
    Publisher: ASCE
    Abstract: Piping is a major failure mechanism in both dams and dikes. In this work, we develop a transparent specimen tank that allows a camera to clearly record the piping formation process. In addition, this apparatus is able to ...
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    Static and Dynamic Characteristics of Journal Bearings Under Uncertainty: A Nonprobabilistic Perspective 

    Source: Journal of Engineering for Gas Turbines and Power:;2022:;volume( 144 ):;issue: 007:;page 71012-1
    Author(s): Fu; Chao;Zhu; Weidong;Ma; Jiaojiao;Gu; Fengshou
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper provides a comprehensive evaluation of crucial performances of hydrodynamic journal bearings subject to inherent uncertainties from a nonprobabilistic perspective. Uncertainties can arise for various reasons ...
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    Suffusion of Gap-Graded Soil with Realistically Shaped Coarse Grains: A DEM–DFM Numerical Study 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022247-1
    Author(s): Tuo Wang; Fengshou Zhang; Wenbo Zheng
    Publisher: American Society of Civil Engineers
    Abstract: Suffusion refers to the phenomenon in which fine particles in internal unstable soil are carried by seepage through skeleton pores. It is a type of internal erosion that can lead to major hazards for hydraulic and geotechnical ...
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    Growth Rate of Natural Hydraulic Fracture 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 008:;page 04025036-1
    Author(s): Liu, Cexuan; Zhang, Fengshou; Detournay, Emmanuel
    Publisher: American Society of Civil Engineers
    Abstract: AbstractNatural hydraulic fractures (NHFs) are tensile fractures that form in fluid-saturated rocks when in-situ pore pressure exceeds the minimum compressive stress. Their propagation is controlled by the inflow of pore ...
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    DEM-DFM Modeling Suffusion of Granular Soils under Triaxial Compression 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024352-1
    Author(s): Tuo Wang; Pei Wang; Zhen-Yu Yin; Fengshou Zhang; Changjie Xu
    Publisher: American Society of Civil Engineers
    Abstract: Suffusion of soils is one of the common hazards in geotechnical and ocean engineering. The influence of the stress condition of soils on suffusion, however, remains unexplored in previous studies. In this study, systematical ...
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    DEM-DFM Modeling Suffusion of Granular Soils under Triaxial Compression 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024352-1
    Author(s): Tuo Wang; Pei Wang; Zhen-Yu Yin; Fengshou Zhang; Changjie Xu
    Publisher: American Society of Civil Engineers
    Abstract: Suffusion of soils is one of the common hazards in geotechnical and ocean engineering. The influence of the stress condition of soils on suffusion, however, remains unexplored in previous studies. In this study, systematical ...
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