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    Professional Liaison Program in Undergraduate Civil Engineering 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1995:;Volume ( 121 ):;issue: 003
    Author(s): John C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: A liaison program between a university civil engineering department and civil engineers engaged in professional practice can be used to introduce undergraduate students to real engineering problems. A liaison program at ...
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    Repair of New Long-Span Bridges Damaged by the 1995 Kobe Earthquake 

    Source: Journal of Performance of Constructed Facilities:;2003:;Volume ( 017 ):;issue: 004
    Author(s): John C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: The 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake provided the world’s first experience with earthquake damage to new long-span bridges designed to 1990s seismic standards. This paper reviews damage and describes techniques ...
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    Analysis of Bed‐Load Motion at High Shear Stress 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: Recent pipeline experiments performed in Saskatchewan show the existence of a shear layer in which the solids concentration decreases linearly with height. This finding has already been used to calculate the velocity ...
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    Rapid Increase in Suspended Load at High Bed Shear 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: When the dimensionless shear stress
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    Mobile‐Bed Friction at High Shear Stress 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: Analysis demonstrates, and experiments confirm that the frictional behavior of mobile beds at high shear stress is inherently different from either of the two classical cases—smooth wall and rough wall. For those two cases, ...
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    Interaction of Particles and Near-Wall Lift in Slurry Pipelines 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): K. C. Wilson; A. Sellgren
    Publisher: American Society of Civil Engineers
    Abstract: In pipeline transport of slurries, it is desirable that the solid particles should be suspended by the fluid phase. Within the body of the flow, turbulent diffusion promotes suspension, but this mechanism is not effective ...
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    Seismic Vulnerability and Mitigation during Construction of Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003
    Author(s): John C. Wilson; Keith Holmes
    Publisher: American Society of Civil Engineers
    Abstract: The implications of earthquake loading during balanced cantilever construction of a cable-stayed bridge are examined. Finite-element models of a cable-stayed bridge were developed and multiple ground motion time history ...
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    Measurement of Elastohydrodynamic Oil Film Thickness and Wear in a Ball Bearing by the Strain Gage Method 

    Source: Journal of Tribology:;1971:;volume( 093 ):;issue: 002:;page 224
    Author(s): D. R. Meyer; C. C. Wilson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simple method of measuring elastohydrodynamic oil film thickness and wear in a ball bearing using only a preloaded bearing and a strain gage is presented. In order to illustrate this method, ...
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    Discussion of “<i>Design of Filters for Clay Cores of Dams</i>” by Peter R. Vaughan and Hermusia F. Soares (January, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): Leslie C. Wilson; Andrew L. Melvill
    Publisher: American Society of Civil Engineers
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    Velocity and Concentration Distributions in Sheet Flow above Plane Beds 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): François J. Pugh; Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of experiments on particle-water flow over plane-topped stationary beds. The particles used were silica sands having
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