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    Shear Performance of Full-Scale Prestressed Hollow-Core Slabs Reinforced by Local Grouting from the Bottom of the Shear Span Region 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 007:;page 04025036-1
    Author(s): Jinwei Lu; Yang Wei; Houchuan Li; Kang Zhao; Yu Lin; Zihan Gong
    Publisher: American Society of Civil Engineers
    Abstract: As the prestressed hollow-core slab (PHCS) bridge is usually constructed with adjacent configuration between each component along the transversal direction, the closely connected webs significantly limit the operational ...
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    Macro- and Micromechanics Model of Progressive Damage to Cemented Tailings Backfill Considering Initial Defect Conditions 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007:;page 04025219-1
    Author(s): Juncheng Zhong; Kang Zhao; Yun Zhou; Yajing Yan; Yang Liu; Daotan Wen; Weiling Xiao
    Publisher: American Society of Civil Engineers
    Abstract: The large-scale collapse of the cemented tailings backfill (CTB) in mine airspace safety accidents often shows a typical progressive damage failure process, and the existence of initial defects (e.g., micropores, ...
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    Mechanical Response of Timber Beams Strengthened with Variable Amounts of CFRP and Bamboo Scrimber Layers 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 004:;page 04022038
    Author(s): Yang Wei; Si Chen; Shuaifeng Tang; Donglin Peng; Kang Zhao
    Publisher: ASCE
    Abstract: This paper proposes a novel method for strengthening existing timber beams that can effectively improve the deformability of beams. As high-performance engineered bamboo, bamboo scrimber was attached to the bottom tensile ...
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