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    Nonlinear Consolidation Analysis of Natural Structured Clays under Time-Dependent Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): An-Feng Hu; Chang-Qing Xia; Jun Cui; Chuan-Xun Li; Kang-He Xie
    Publisher: American Society of Civil Engineers
    Abstract: Numerous nonlinear theories of consolidation for clay soils have been proposed in the past. Most of them are based on constitutive models of clays whose structural property is neglected, yet the natural structured soils ...
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    Consolidation Analysis for Soft Clay Reinforced by a Granular Column with Non-Darcian Flow 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022166
    Author(s): An-Feng Hu; Yuan Chen; Sen-Lin Xie; Yi-Yang Chen; Jing Hou
    Publisher: ASCE
    Abstract: The relationship between flow speed and pore pressure gradient does not follow the classical Darcy’s law for seepage within high-permeability and low-permeability media. Thus, considering the non-Darcian flow described by ...
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    A New Two-Stage Degradation Model for the Preload of Linear Motion Ball Guide Considering Machining Errors 

    Source: Journal of Tribology:;2022:;volume( 144 ):;issue: 005:;page 51202-1
    Author(s): Wang, Xiao-Yi; Feng, Hu-Tian; Zhou, Chang-Guang; Chen, Zeng-Tao; Xie, Jing-Lun
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Preload, which is widely applied in linear motion ball guide (LMBG) to eliminate clearance and increase stiffness, gradually decreases owing to wear, resulting in the degradation of the load-bearing capability and dynamic ...
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    Simulation Study of the Damage Effect of Tandem Warhead on Concrete Target 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 001:;page 04023051-1
    Author(s): Feng Hu; Yi Zhang; Meili Yao; Shuang Liu; Bukui Zhou; Xiao Yu
    Publisher: ASCE
    Abstract: The process of a concrete target subjected to a tandem warhead was studied by means of field testing and numerical simulation. First, field testing of a shaped charge impacting the concrete target was carried out, in which ...
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