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    Frequency-Dependent Amplification of Unsaturated Surface Soil Layer 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): J. Yang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of the amplification of SV waves obliquely incident on a surface soil layer overlying rock formation. Special attention is placed on the influence of the saturation states of the soil layer and ...
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    Influence Zone for End Bearing of Piles in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): J. Yang
    Publisher: American Society of Civil Engineers
    Abstract: An attempt is made to establish an analytically based estimate of the influence zone surrounding the tip of a loaded pile in sand. In the framework of the cavity expansion theory and a confined local failure mechanism, ...
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    Closure to “Frequency-Dependent Amplification of Unsaturated Surface Soil Layer” by J. Yang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): J. Yang
    Publisher: American Society of Civil Engineers
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    Heat Transfer and Fluid Flow in Rotating Machinery 

    Source: Journal of Pressure Vessel Technology:;1987:;volume( 109 ):;issue: 002:;page 263
    Author(s): W.-J. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Determination of Steady-State Adhesive Wear Rate 

    Source: Journal of Tribology:;2006:;volume( 128 ):;issue: 004:;page 725
    Author(s): L. J. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A new equation has been formulated and found successful for modeling the wear rate of test specimens. It is capable of predicting the standard steady-state wear rate and the net steady-state ...
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    Use of State-Dependent Strength in Estimating End Bearing Capacity of Piles in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): J. Yang; F. Mu
    Publisher: American Society of Civil Engineers
    Abstract: The pressure and density dependence of the shear strength of sand poses a tricky problem in pile foundation design. In this study, a correlation is suggested to link the effective friction angle of sand with its initial ...
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    Dynamic Indentation of an Elastic-Plastic Multi-Layered Medium by a Rigid Cylinder 

    Source: Journal of Tribology:;2004:;volume( 126 ):;issue: 001:;page 18
    Author(s): J. Yang; K. Komvopoulos
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A plane-strain analysis of dynamic indentation of an elastic-plastic multi-layered medium by a rigid cylinder was performed using the finite element method. Conversely to plane-strain static contact ...
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    Steady Motion of a Thread Over a Rotating Roller 

    Source: Journal of Applied Mechanics:;1994:;volume( 061 ):;issue: 001:;page 16
    Author(s): R.-J. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Dynamic equations of steady motion governing the behavior of threads over rotating arbitrary-axisymmetric rollers are derived. Various types of boundary conditions resulting in initial value or ...
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    A Molecular Dynamics Analysis of Surface Interference and Tip Shape and Size Effects on Atomic-Scale Friction 

    Source: Journal of Tribology:;2005:;volume( 127 ):;issue: 003:;page 513
    Author(s): J. Yang; K. Komvopoulos
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Molecular dynamics simulations of a rigid diamond tip sliding on a face-centered-cubic copperlike substrate were performed in order to examine the dependence of the friction coefficient on the ...
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    Cyclic Strength of Sand under Sustained Shear Stress 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): J. Yang; H. Y. Sze
    Publisher: American Society of Civil Engineers
    Abstract: The existence of initial shear stress can have a significant effect on the cyclic strength or liquefaction potential of sand. This effect is not yet fully understood because of a lack of convergence and consistency in the ...
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