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    Numerical Solution for Laterally Loaded Piles in a Two-Layer Soil Profile 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Ke Yang; Robert Liang
    Publisher: American Society of Civil Engineers
    Abstract: Piles are often embedded in a layered soil profile, such as sand or clay layer underlain by rock. Several existing solutions are available for laterally loaded piles in a layered soil system. However, these solutions are ...
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    Closure to “ p-y Criterion for Rock Mass” by Robert Liang, Ke Yang, and Jamal Nusairat 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Robert Liang; Ke Yang; Jamal Nusairat
    Publisher: American Society of Civil Engineers
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    p-y Criterion for Rock Mass 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Robert Liang; Ke Yang; Jamal Nusairat
    Publisher: American Society of Civil Engineers
    Abstract: Drilled shafts socketed in rock mass have been used frequently as a foundation system to support both vertical and lateral loads. Traditionally, the lateral interaction between the drilled shaft and the surrounding rock ...
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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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    The Effect of Surface Irregularities on the Tribological Behavior of Steel Rollers Under Rolling-Sliding Contact 

    Source: Journal of Tribology:;1994:;volume( 116 ):;issue: 002:;page 209
    Author(s): Jeng Hour Horng; Jen Fin Lin; Ke Yang Lee
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Experiments were conducted utilizing a gear-cam adapter to simulate line-contact lubrication and wear. Roller specimens with various asperity heights and roughness patterns were riding on the ...
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    Scuffing as Evaluated From the Viewpoint of Surface Roughness and Friction Energy 

    Source: Journal of Tribology:;1996:;volume( 118 ):;issue: 003:;page 669
    Author(s): Jeng Haur Horng; Jen Fin Lin; Ke Yang Li
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The surface scuffing occurring in line-contact lubrication is related to the roller’s roughness pattern and asperity height. For surfaces with same contact asperity height, the magnitudes of ...
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    Enhancing Electron Utilization and Sulfamethoxazole Degradation in Microbial Electrochemical Systems Using MnCo2O4 Modified Electrodes 

    Source: Journal of Environmental Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024066-1
    Author(s): Ke Yang; Chong Zhang; Hengxi Zhang; XiaoYi Jiang; JiJing Hu; Takashi Sakamaki; Xianning Li
    Publisher: American Society of Civil Engineers
    Abstract: The widespread use of antibiotics in pharmaceuticals and aquaculture has led to their high concentration in wastewater, posing threats to ecological stability and human health. In addressing these challenges, in our ...
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    Enhancing the High-Temperature Fracture Toughness of Ultrahigh-Performance Concrete through Optimization of Ternary Cement Matrix and Plastic Fiber Geometric Properties 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010:;page 04024337-1
    Author(s): Wenbo Ma; Wenxi Liu; Ke Yang; Peng Deng; Chao Zhang; Shuaicheng Guo
    Publisher: American Society of Civil Engineers
    Abstract: This study aims to enhance the high-temperature resistance of ultrahigh-performance concrete (UHPC) by optimizing the cement-fly ash-silica fume ternary cement matrix composition and the geometric characteristics of the ...
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