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    Discussion of “Liquefaction Potential of Recent Fills versus Natural Sands Located in High-Seismicity Regions Using Shear-Wave Velocity” by R. Dobry, T. Abdoun, K. H. Stokoe II, R. E. S. Moss, M. Hatton, and H. El Ganainy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Ignacio Arango; Michael R. Lewis; Michael Boone
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>KA and KO Behind Rotating and Non‐Yielding Walls</i>” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): M. R. Lewis; M. G. Donnelly; L. W. Young
    Publisher: American Society of Civil Engineers
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    Feasibility Study for Real Time Measurement of Wheel-Rail Contact Using an Ultrasonic Array 

    Source: Journal of Tribology:;2009:;volume( 131 ):;issue: 004:;page 41401
    Author(s): R. S. Dwyer-Joyce; J. Zhang; R. Lewis; B. W. Drinkwater; C. Yao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Failure of a wheel-rail contact is usually by wear or fatigue of either component. Both mechanisms depend on the state of stress, which in turn depends on size and location of the contact ...
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    Experimental Characterization of Wheel-Rail Contact Patch Evolution 

    Source: Journal of Tribology:;2006:;volume( 128 ):;issue: 003:;page 493
    Author(s): M. B. Marshall; U. Olofsson; S. Björklund; R. Lewis; R. S. Dwyer-Joyce
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The contact area and pressure distribution in a wheel/rail contact is essential information required in any fatigue or wear calculations to determine design life, re-grinding, and maintenance ...
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