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    Elastoplastic Modeling for Crushable Sands over a Large Stress Range Based on the Particle Rearranging and Crushing State 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 009:;page 04024063-1
    Author(s): Shuo Feng; Tao Li; Tao Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The stress–strain behavior of granular soils is related largely to their grain-size distributions and density. If sand particles are crushed under load, some basic physical and mechanical properties of sands will be changed ...
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    Single-Side Shear Bond Strength and OTZ Microstructure of UHPC Repair Materials with Concrete Substrate 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 04022216
    Author(s): Shuo Feng; Huigang Xiao; Rui Liu; Min Liu
    Publisher: ASCE
    Abstract: In this study, the effects of ultrahigh-performance concrete (UHPC) and normal-strength concrete (NSC) as repair materials on the bond strength and overlay transition zone (OTZ) microstructure were investigated. The ...
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