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    DEM Investigation of the Critical State Behavior of Granular Soils: Effect of Intermediate Principal Stress and Particle Size Distribution 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003:;page 04025370-1
    Author(s): Jiang, Mingdong; Hu, Zheng
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the roles of the intermediate principal stress ratio (b) and particle size distribution (PSD) in governing the critical state behavior of granular soils using the discrete element method ...
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    Uncertainty Propagation through a High-Pile Wharf Model Using an Ensemble Surrogate Model 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 003:;page 04026029-1
    Author(s): Yang, Kezheng; Zhang, Kaiqian; Ma, Huihuan; Hu, Zheng; Huang, Wei
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn the field of port engineering, traditional deterministic approaches were limited in quantifying uncertainties within engineering systems due to the complex coupling effects of multisource operational environments ...
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    Microscopic Investigation of Suffusion-Induced Particle Migration and Clogging in Gap-Graded Soils: Effects of Particle Shape and Fines Content 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005:;page 04026058-1
    Author(s): Hu, Zheng; Chen, Ruiyan; Xie, Helin; Ma, Huihuan; Huang, Wei
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Hydraulic infrastructures, such as embankments, dams, and levees, are highly vulnerable to suffusion under complex mechanical and hydraulic loading conditions, posing serious threats to their structural integrity. ...
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    Multidirectional Cyclic Shear Behavior of Gap-Graded Soils Considering Fines Loss due to Suffusion: A DEM Perspective 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025144-1
    Author(s): Chen, Ruiyan; Hu, Zheng; Pan, Kun; Wu, Qixin; Yang, Zhongxuan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSoil grounds serving as primary support for traffic loads are often subjected to multidirectional cyclic shear loading and are particularly vulnerable to suffusion during extreme weather conditions. This study uses ...
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    Two Approaches to Quantification of Force Networks in Particulate Systems 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 011:;page 04021100-1
    Author(s): Rituparna Basak; C. Manuel Carlevaro; Ryan Kozlowski; Chao Cheng; Luis A. Pugnaloni; Miroslav Kramár; Hu Zheng; Joshua E. S. Socolar; Lou Kondic
    Publisher: ASCE
    Abstract: The interactions between particles in dense particulate systems are organized in force networks, mesoscale features that influence the macroscopic response to applied stresses. The detailed structure of these networks is, ...
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