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    An Adaptive Dendrite-HDMR Metamodeling Technique for High-Dimensional Problems 

    Source: Journal of Mechanical Design:;2022:;volume( 144 ):;issue: 008:;page 81701-1
    Author(s): Zhang; Qi;Wu; Yizhong;Lu; Li;Qiao; Ping
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: High-dimensional model representation (HDMR), decomposing the high-dimensional problem into summands of different order component terms, has been widely researched to work out the dilemma of “curse-of-dimensionality” when ...
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    A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Guoxing Chen; Qi Wu; Kai Zhao; Zhifu Shen; Jun Yang
    Publisher: ASCE
    Abstract: This paper presents a new approach to assess the liquefaction triggering of saturated sandy soils based on comprehensive laboratory datasets in conjunction with the concept of binary packing material for sandy soils. The ...
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    Effects of Polyethylene Fiber Dosage and Length on the Properties of High-Tensile-Strength Engineered Geopolymer Composite 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023224-1
    Author(s): Jia-Qi Wu; Bo Li; Yung-Tsang Chen; Bahman Ghiassi; Ahmed Elamin
    Publisher: ASCE
    Abstract: This paper presents a high-tensile-strength engineered geopolymer composite (EGC) reinforced by polyethylene (PE) fibers. The influences of fiber dosage (1.5%, 1.75%, and 2.0%) and length (6, 12, and 18 mm) on the ...
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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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