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    Experimental Evaluation and Stress–Fractional Modeling of the State-Dependent Behavior of Rockfill 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021109-1
    Author(s): Jingshan Jiang; Yifei Sun
    Publisher: ASCE
    Abstract: As one of the main filled materials of the Lianghekou (LHK) rockfill dam, the strength and deformation characteristics of LHK rockfill is of great interest for hydraulic and geotechnical engineers. Correct interpretation ...
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    Constitutive Model of Granular Soils Using Fractional-Order Plastic-Flow Rule 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 008
    Author(s): Yifei Sun; Yang Shen
    Publisher: American Society of Civil Engineers
    Abstract: Traditional plasticity models of granular soils are usually established on different loading and plastic potential surfaces. This paper presents a nonassociated bounding-surface model by incorporating a fractional-order ...
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    Closure to “Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading” by Buddhima Indraratna, Yifei Sun, and Sanjay Nimbalkar 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Buddhima Indraratna; Yifei Sun
    Publisher: American Society of Civil Engineers
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    Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Buddhima Indraratna; Yifei Sun; Sanjay Nimbalkar
    Publisher: American Society of Civil Engineers
    Abstract: The deformation and degradation of ballast is influenced by the size of the aggregates. In this study, a series of cyclic drained triaxial tests was conducted on ballast with different sizes using the large-scale cylindrical ...
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    Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Buddhima Indraratna; Yifei Sun; Sanjay Nimbalkar
    Publisher: American Society of Civil Engineers
    Abstract: The deformation and degradation of ballast is influenced by the size of the aggregates. In this study, a series of cyclic drained triaxial tests was conducted on ballast with different sizes using the large-scale cylindrical ...
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    Critical-State Fractional Model and Its Numerical Scheme for Isotropic Granular Soil Considering State Dependence 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 003
    Author(s): Yifei Sun; Yufeng Gao; Cheng Chen
    Publisher: American Society of Civil Engineers
    Abstract: Many elastoplastic models have been proposed to model the stress–strain behavior of granular soils. However, due to the dependence of stress-dilatancy on the material state, different model parameters are often needed to ...
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    Strength, Deformation, and Particle Breakage Behavior of Calcareous Sand: Role of Anisotropic Consolidation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 003:;page 04023002-1
    Author(s): Shao-Heng He; Meisam Goudarzy; Zhi Ding; Yifei Sun
    Publisher: American Society of Civil Engineers
    Abstract: The effect of an anisotropic stress state on the monotonic behavior of calcareous sand has been rarely investigated, although calcareous sands in the field mainly experience anisotropic consolidation rather than isotropic ...
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    Enhanced Fractional Model for Soil–Structure Interface Considering 3D Stress State and Fabric Effect 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009:;page 04022054
    Author(s): Yifei Sun; Wojciech Sumelka; Shaoheng He; Yufeng Gao
    Publisher: ASCE
    Abstract: Engineering structures in the field are exposed to three-dimensional (3D) stress-displacement conditions with fabric evolution occurring within the soil–structure interface. Upon 3D shearing, the fabric of the interface ...
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    Constitutive Modeling for Transparent Granular Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): Yang Xiao; Yifei Sun; Feng Yin; Hanlong Liu; Jia Xiang
    Publisher: American Society of Civil Engineers
    Abstract: Transparent granular soil was recently found to be greatly useful for observations of the internal deformation in geotechnical model tests. Therefore, it is necessary to investigate the stress–strain and stress–dilatancy ...
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    Three-Dimensional State-Dependent Fractional Plasticity Model for Soils 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Yifei Sun; Yufeng Gao; Shunxiang Song; Chen Chen
    Publisher: ASCE
    Abstract: To capture the nonassociated state-dependent constitutive behavior of soils subjected to different initial densities and pressures, a novel approach, the fractional-order (α) plasticity, was developed, which extends the ...
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