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    Macroscopic Embodiment of Stress–Strain Behavior of Backfill Soil on the Displacement-Dependent Earth Pressure Curve 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 012
    Author(s): Xie Tao;Luo Qiang
    Publisher: American Society of Civil Engineers
    Abstract: Treating the soil within the failure zone behind the wall as the specimen in a simple shear box, and the soil transition from initial to limit states as the shearing process of soil specimen, a geometrical model was proposed ...
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    Stability of Subgrade Slope along River Subjected to Water Level Fluctuations and Stream Erosion 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 002
    Author(s): Zhao Lianheng; Luo Qiang; Li Liang; Dan Hancheng; Luo Suping
    Publisher: American Society of Civil Engineers
    Abstract: Water level fluctuation, water pressure in tension crack and stream erosion are the important factors for failure of subgrade slope along the river. Based on the limit equilibrium theory, the dimensionless expressions of ...
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    Study of Car-following Model Based on Minimum Safety Distance 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 001
    Author(s): Xu Lunhui; Luo Qiang; Wu Jianwei; Huang Yanguo
    Publisher: American Society of Civil Engineers
    Abstract: On the basis of the research of two traditional safety distance models which based on headway and braking process, In connection with the leading vehicle in static, uniform speed, and uniform deceleration driving states, ...
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