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    Field Load Tests and Numerical Analysis of Qingzhou Cable-Stayed Bridge 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 002
    Author(s): Wei-Xin Ren; You-Qin Lin; Xue-Lin Peng
    Publisher: American Society of Civil Engineers
    Abstract: A field load test is an essential way to understand the behavior and fundamental characteristics of newly constructed bridges before they are allowed to go into service. The results of field static load tests and numerical ...
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    A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024075-1
    Author(s): Guoxing Chen; You Qin; Qi Wu; Xiaoqiang Gu; C. Hsein Juang
    Publisher: American Society of Civil Engineers
    Abstract: Accurate prediction of excess pore water pressure (EPWP) generation in saturated sandy soils remains one of the most challenging issues in sandy site responses to strong earthquakes and extreme marine environments. This ...
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    Numerical Investigation of Flow Past a Prolate Spheroid 

    Source: Journal of Fluids Engineering:;2002:;volume( 124 ):;issue: 004:;page 904
    Author(s): George S. Constantinescu; Hugo Pasinato; James R. Forsythe; Kyle D. Squires; You-Qin Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The flowfield around a 6:1 prolate spheroid at angle of attack is predicted using solutions of the Reynolds-averaged Navier-Stokes (RANS) equations and detached-eddy simulation (DES). The calculations ...
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    Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021093-1
    Author(s): Guoxing Chen; Weijia Ma; You Qin; Kai Zhao; Jun Yang
    Publisher: ASCE
    Abstract: The influences of consolidation conditions and rotation patterns of principal stress on the liquefaction susceptibility of saturated coral sand have emerged as an interesting problem in recent years. This paper presents ...
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