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    Discussion of “Uplift Capacity of Anchors in Layered Sand Using Finite-Element Limit Analysis: Formulation and Results” by Paramita Bhattacharya and Jyant Kumar 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): Jun Yang
    Publisher: American Society of Civil Engineers
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    Discussion of “Numerical Study of Slope-Stabilizing Piles in Undrained Clayey Slopes with a Weak Thin Layer” by I-Hsuan Ho 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Jun Yang
    Publisher: American Society of Civil Engineers
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    Discussion of “Passive Earth Pressure with Critical State Concept” by Yung-Show Fang, Ying-Chieh Ho, and Tsang-Jiang Chen 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Jun Yang
    Publisher: American Society of Civil Engineers
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    Discussion of “Kinematic Pile Response to Vertical P-Wave Seismic Excitation” by George Mylonakis and George Gazetas 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Jun Yang
    Publisher: American Society of Civil Engineers
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    Discussion of “Shaft Resistance of Single Vertical and Batter Piles Driven in Sand” by A. Hanna and T. Q. Nguyen 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Jun Yang
    Publisher: American Society of Civil Engineers
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    Saturation Effects of Soils on Ground Motion at Free Surface Due to Incident SV Waves 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Jun Yang
    Publisher: American Society of Civil Engineers
    Abstract: A study is presented of saturation effects of subsoil on seismic motions at the free surface of a half space due to an inclined (SV) wave. By treating the soil as a partially water-saturated porous medium that is characterized ...
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    Small-Strain Shear Modulus of Quartz Sands under Anisotropic Stress Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024033-1
    Author(s): Yutang Chen; Jun Yang
    Publisher: ASCE
    Abstract: The empirical expressions for predicting the small-strain shear modulus (G0) of granular soils in current engineering practice are established mainly on experimental data under isotropic stress conditions. In most geotechnical ...
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    Improved Evaluation of Interface Friction on Steel Pipe Pile in Sand 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 002
    Author(s): Feng Yu; Jun Yang
    Publisher: American Society of Civil Engineers
    Abstract: Open-ended steel pipe piles are now widely used as the foundations for offshore structures. The pile-soil interface behavior is of particular interest in sands where shaft friction plays an important role in resisting the ...
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    Effects of DEM Resolution on Surface Depression Properties and Hydrologic Connectivity 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    Author(s): Jun Yang; Xuefeng Chu
    Publisher: American Society of Civil Engineers
    Abstract: Surface digital elevation model (DEM) resolution receives increasing attention because of its importance in topographic analysis (e.g., quantification of surface depressions) and hydrologic modeling. Varied and even contrary ...
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    Experimental and Numerical Investigation of Dilation Behavior of Asphalt Mixture 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): Jiantong Zhang; Jun Yang
    Publisher: American Society of Civil Engineers
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