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    Entrainment Probabilities of Mixed-Size Sediment Incorporating Near-Bed Coherent Flow Structures 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Fu-Chun Wu; Kuo-Hsin Yang
    Publisher: American Society of Civil Engineers
    Abstract: In this work we incorporate the effect of near-bed coherent flow structures into the entrainment of randomly configured mixed-size sediments. The fourth-order Gram–Charlier type probability density function (GC pdf) of ...
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    Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Kuo-Hsin Yang; Jianye Ching; Jorge G. Zornberg
    Publisher: American Society of Civil Engineers
    Abstract: A narrow mechanically stabilized earth (MSE) wall is defined as a MSE wall placed adjacent to an existing stable wall, with a width less than that established in current guidelines. Because of space constraints and ...
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    Peak Shear Strength of Discrete Fiber-Reinforced Soils Computed by Machine Learning and Metaensemble Methods 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Jui-Sheng Chou; Kuo-Hsin Yang; Jie-Ying Lin
    Publisher: American Society of Civil Engineers
    Abstract: The accuracy of prior theoretical and empirical models for predicting the shear strength of fiber-reinforced soil (FRS) is questionable because of the difficulty of using these simplified models to describe the complex ...
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    Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author(s): Kuo-Hsin Yang; Wubete Mengist Yalew; Minh Duc Nguyen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a series of unconsolidated-undrained (UU) triaxial compression tests for investigating the behavior and failure mechanism of geotextile-reinforced clay and the effects of sandwiching nonwoven geotextile ...
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    Performance of Various Geosynthetic-Reinforced Embankment and Foundation Systems Subjected to Reverse Fault Movement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025018-1
    Author(s): Jung Chiang; Chun-Wei Wu; Kuo-Hsin Yang; Yuan-Chun Chung; B. V. S. Viswanadham
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents reduced model tests on geosynthetic-reinforced soil (GRS) embankment and foundation systems subjected to reverse fault movements. Three types of reinforced foundations—soil foundations reinforced with ...
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