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    Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 002
    Author(s): Zhichao Zhang; Cheng-Tzu Thomas Hsu
    Publisher: American Society of Civil Engineers
    Abstract: Shear failure is catastrophic and occurs usually without advance warning; thus it is desirable that the beam fails in flexure rather than in shear. Many existing reinforced concrete (RC) members are found to be deficient ...
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    Erosion of Biotreated Field-Scale Slopes under Rainfalls 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003:;page 04022030
    Author(s): Yang Xiao; Wei Zhou; Jinquan Shi; Huaming Lu; Zhichao Zhang
    Publisher: ASCE
    Abstract: Rainfall erosion in slopes is a common natural disaster threatening the safety of urban infrastructure and farmland and the full life cycle sustainability of construction. In this study, a large-scale field test was performed ...
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    Shear Strengthening of Reinforced Concrete Deep Beams Using Carbon Fiber Reinforced Polymer Laminates 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 005
    Author(s): Zhichao Zhang; Cheng-Tzu Thomas Hsu; Jon Moren
    Publisher: American Society of Civil Engineers
    Abstract: For reinforced concrete beams with the same shear and flexural reinforcements, shear failure is most likely to occur in deep beams rather than in regular beams. Thus, retrofitting of deep beams with shear deficiencies is ...
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    Thermodynamic Model for Sand-Incorporating Morphology 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025041-1
    Author(s): Yang Xiao; Fang Liang; Zhichao Zhang; Hao Cui; Hanlong Liu
    Publisher: American Society of Civil Engineers
    Abstract: Particle shape, size, and size distribution (gradation) significantly influence the mechanical response of granular soils. This research introduces a thermodynamic model based on granular thermodynamics theory, validated ...
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    Constitutive Modeling for Two Sands under High Pressure 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021042-1
    Author(s): Yang Xiao; Chenggui Wang; Zhichao Zhang; Hanlong Liu; Zhen-yu Yin
    Publisher: ASCE
    Abstract: Particle breakage is a typical characteristic of crushable granular soil under high pressure, which has great effects on its stress–strain behaviors. The phenomenon of the critical state line (CSL) shifting downward in the ...
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