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    Analytical Solution for Fluid-Structure Interaction in Liquid-Filled Pipes Subjected to Impact-Induced Water Hammer 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Q. S. Li; Ke Yang; Lixiang Zhang
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, an analytical solution for the four-equation model describing fluid-structure interaction in liquid-filled pipes subjected to impact-induced water hammer is presented. The analytical solution is derived for ...
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    Numerical Simulation of Flushing of Trapped Salt Water from a Bar-Blocked Estuary 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Jisheng Zhang; Yakun Guo; Yongming Shen; Lixiang Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Results of a numerical simulation investigating the complicated flushing process of an isolated trapped volume of salt water from a bar-blocked estuary are presented. A multiphase model, a part of the commercial code FLUENT ...
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    Modeling Study of Free Overfall in a Rectangular Channel with Strip Roughness 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Yakun Guo; Lixiang Zhang; Yongming Shen; Jisheng Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Results from combined laboratory experimental and turbulent numerical modeling studies are presented to investigate the effects of bed roughness (discrete square strips) and slope on the flow over a free overfall in a ...
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    Study on the Size Effect of Unconfined Compressive Strength of Rammed Earthen Site’s Soil Samples 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 002
    Author(s): Nan Wang; Jingke Zhang; Ruxue Liao; Ran Lv; Lixiang Zhang; Faguo He
    Publisher: ASCE
    Abstract: The purpose of this research is to study the influence of aspect ratio and end conditions on the strength and failure mode of remolded soil samples in unconfined compressive strength tests. The digital image correlation ...
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