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    Substructure Simulation of Inhomogeneous Track and Layered Ground Dynamic Interaction under Train Passage 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Hirokazu Takemiya; Xuecheng Bian
    Publisher: American Society of Civil Engineers
    Abstract: The vibrations in track and ground induced by train passages are investigated by the substructure method with due consideration to dynamic interaction between an inhomogeneous track system comprising continuous rails and ...
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    High-Cycle Computational Model for Accumulative Deformation of Granular Material under Repeated Traffic Loading 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 010:;page 04023084-1
    Author(s): Zelei Gao; Xuecheng Bian; Yunmin Chen
    Publisher: ASCE
    Abstract: The ballast, essentially unbound granular material, contributes more than 50% to the total settlement of the ballasted railway track, greatly affecting the safety and comfort of train operation. To reduce the deformation-related ...
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    An Efficient Bayesian Updating Method and Its Application in the Structural Analysis of Underground Tunnels 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 010:;page 04024076-1
    Author(s): Xiancheng Li; Xuecheng Bian
    Publisher: American Society of Civil Engineers
    Abstract: Model updating (i.e., inverse problems) involving high-dimension and nonlinearity plays an increasingly important role in various research fields, e.g., digital twin model updating. Bayesian updating has become ...
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    Geogrid-Aggregate Interlock Mechanism Investigated through Aggregate Imaging-Based Discrete Element Modeling Approach 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 004
    Author(s): Erol Tutumluer; Hai Huang; Xuecheng Bian
    Publisher: American Society of Civil Engineers
    Abstract: Geogrids are commonly used in road construction for stabilization and reinforcement purposes. Factors affecting the interaction or interlock mechanisms between geogrids and aggregates may include, but are not limited to, ...
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    Evolution of Soil Arching in Geosynthetic-Reinforced Pile-Supported Embankment of a High-Speed Railway under Long-Term Train Traffic Loading and Excessive Subsoil Settlement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025028-1
    Author(s): Shun Liu; Hongyuan Yu; Chuang Zhao; Xuecheng Bian; Yunmin Chen
    Publisher: American Society of Civil Engineers
    Abstract: Soil arching formed in geosynthetic-reinforced pile-supported (GRPS) embankments of high-speed railways plays an important role in transferring the forces within the embankments. In most cases of notable settlements and ...
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    Micromechanical Particle Interactions in Railway Ballast through DEM Simulations of Direct Shear Tests 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Xuecheng Bian;Wei Li;Yu Qian;Erol Tutumluer
    Publisher: American Society of Civil Engineers
    Abstract: Particle shape properties can significantly affect the load response behavior and field performance of the uniformly graded ballast layer in railway track structures. Particle contact and the related micromechanical behavior ...
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    Micromechanical Particle Interactions in Railway Ballast through DEM Simulations of Direct Shear Tests 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Xuecheng Bian; Wei Li; Yu Qian; Erol Tutumluer
    Publisher: American Society of Civil Engineers
    Abstract: Particle shape properties can significantly affect the load response behavior and field performance of the uniformly graded ballast layer in railway track structures. Particle contact and the related micromechanical behavior ...
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    Cyclic and Postcyclic Triaxial Testing of Ballast and Subballast 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Xuecheng Bian; Jianqun Jiang; Wanfeng Jin; Dongdong Sun; Wei Li; Xuemei Li
    Publisher: American Society of Civil Engineers
    Abstract: Ballast and subballast are two layers of noncohesive, granular materials with different grain sizes filled in the track substructure to bear traffic loadings from train passages. The performance and sustainability of a ...
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    Cyclic and Postcyclic Triaxial Testing of Ballast and Subballast 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Xuecheng Bian; Jianqun Jiang; Wanfeng Jin; Dongdong Sun; Wei Li; Xuemei Li
    Publisher: American Society of Civil Engineers
    Abstract: Ballast and subballast are two layers of noncohesive, granular materials with different grain sizes filled in the track substructure to bear traffic loadings from train passages. The performance and sustainability of a ...
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    Quantification of Railway Ballast Degradation by Abrasion Testing and Computer-Aided Morphology Analysis 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001:;page 04020411
    Author(s): Xuecheng Bian; Kaihui Shi; Wei Li; Xue Luo; Erol Tutumluer; Yunmin Chen
    Publisher: ASCE
    Abstract: Ballast degradation (particle breakage and abrasion) induced by repeated train loads may lead to insufficient track stiffness and excessive track settlement. For safe operation and effective maintenance of ballasted railroad ...
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