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    Failure Modes and Mechanisms of Shallow Debris Landslides Using an Artificial Rainfall Model Experiment on Qin-ba Mountain 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 003
    Author(s): Fan Wen;Wei Ya-ni;Deng Longsheng
    Publisher: American Society of Civil Engineers
    Abstract: Landslides triggered by rainfall are a major multiple geological hazard on Qin-ba Mountain. Debris landslides in the shallow layer make up a large proportion of all landslides. A flume experiment was conducted to successfully ...
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    Comparison of Compressive, Tensile, and Flexural Creep of Early-Age Concretes under Sealed and Drying Conditions 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011
    Author(s): Wei Ya;Wu Zehong;Huang Jingsong;Liang Siming
    Publisher: American Society of Civil Engineers
    Abstract: The compressive creep of concrete is normally adopted to predict the stress or the time-dependent deformation of concrete members, without considering the difference of creep under different loading types, i.e., compressive, ...
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    Minute-Long Creep and Creep Recovery of Early-Age Cementitious Materials under Different Compressive Stress Levels 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012:;page 04025430-1
    Author(s): Liang, Siming; Luo, Yuchen; Chen, Yuxuan; Wei, Ya
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe restrained stress of concrete structures usually varies due to the changes in temperature, humidity, and external loads at early age. Both creep and creep recovery have a great influence on the accurate assessment ...
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    Particle Breakage Energy in Coarse-Grained Soil and Its Effect on the Stress–Dilatancy Equation 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 011:;page 04025057-1
    Author(s): Wei, Ya-Biao; Chi, Shi-Chun; Jia, Yu-Feng; Guo, Yu
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe breakage of particles in coarse-grained soil consumes the strain energy stored within the particles, altering the original energy relationship during deformation and weakening the soil’s dilatancy. By studying ...
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    A Macro–Microscopic Coupled Mixed Finite-Element Model for One-Dimensional Nonlinear Consolidation 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012:;page 04025273-1
    Author(s): Liang, Jia-Yu; Fan, Wen; Wei, Ya-Ni; Deng, Long-Sheng; Zhang, Bo
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The purpose of this research is to develop a numerical model for one-dimensional consolidation of saturated poroelastic media with compressible components while accounting for porosity-dependent compressibility ...
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