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    Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage 

    Source: Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Huabei; Liu; Degao; Zou
    Publisher: American Society of Civil Engineers
    Abstract: Gravelly soils are used extensively for a wide range of engineering applications. One example is railway ballast, and another is the fill for rock-filled dams. These soils are usually subjected to complicated loading, ...
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    Closure to “Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage” by Huabei Liu and Degao Zou 

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Huabei; Liu; Degao; Zou
    Publisher: American Society of Civil Engineers
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    Three-Dimensional Scaled Memory Model for Gravelly Soils Subject to Cyclic Loading 

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Liu Jingmao;Zou Degao;Kong Xianjing
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive constitutive model has been formulated to capture the complex behaviors of gravelly soils under irregular cyclic loading. The application of this model aims to analyze the nonlinear deformation behavior of ...
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    Keying Process of the OmniMax Anchor Shallowly Embedded in Undrained Normally Consolidated Clay 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 004
    Author(s): Han Congcong;Liu Degao;Liu Jun
    Publisher: American Society of Civil Engineers
    Abstract: The OmniMax anchor is an efficient anchoring foundation due to its dynamic installation and diving property. When subjected to pullout loading, the anchor is keyed to a new orientation and position to provide holding ...
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    Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Xianjing Kong; Jingmao Liu; Degao Zou; Huabei Liu
    Publisher: American Society of Civil Engineers
    Abstract: In this study, cyclic triaxial tests were performed on Zipingpu gravel, and they were followed by a discrete element study that was designed to investigate the stress-dilatancy relationship of gravelly soils under cyclic ...
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    Concrete Slab Dynamic Damage Analysis of CFRD Based on Concrete Nonuniformity 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Bin Xu; Degao Zou; Xianjing Kong; Yang Zhou; Xiaoping Liu
    Publisher: American Society of Civil Engineers
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    Similarity Relationship for Brittle Failure Dynamic Model Experiment and Its Application to a Concrete Dam Subjected to Explosive Load 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 008
    Author(s): Lu Lu; Xianjing Kong; Yun Dong; Degao Zou; Yang Zhou
    Publisher: American Society of Civil Engineers
    Abstract: This paper suggests that the idea of the breaking strength of the brittle material scale being equal to the length scale was abandoned in the dynamic model brittle failure experiments. The concept of the failure load ...
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    Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Xianjing; Kong; Jingmao; Liu; Degao; Zou; Huabei; Liu
    Publisher: American Society of Civil Engineers
    Abstract: In this study, cyclic triaxial tests were performed on Zipingpu gravel, and they were followed by a discrete element study that was designed to investigate the stress-dilatancy relationship of gravelly soils under cyclic ...
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    Critical State and Grading Evolution of Rockfill Material under Different Triaxial Compression Tests 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Fanwei Ning; Jingmao Liu; Xianjing Kong; Degao Zou
    Publisher: ASCE
    Abstract: One of the most important features of soil behavior is the dependence of stress path. A series of large-scale triaxial compression tests was conducted to investigate the effect of stress path on critical state and particle ...
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    Investigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003:;page 04026008-1
    Author(s): Wang, Wanying; Lu, Zifeng; Chen, Degao; Luo, Qingzi; Hou, Zhenkun
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Calcareous sands present significant geotechnical challenges because of their complex particle shapes, porous microstructures, and low particle strength. This study investigates the micromechanical properties and ...
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