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    Discussion of “<i>Behavior and Design of Buried Very Flexible Plastic Pipes</i>” by Jey K. Jeyapalan, S. Wesley Ethiyajeevakaruna, and Bruce A. Boldon (November, 1987 Vol. 113, No. 6) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Kenneth K. Kienow
    Publisher: American Society of Civil Engineers
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    Pipe/Soil Stiffness Ratio Effect on Flexible Ipe Buckling Threshold 

    Source: Journal of Transportation Engineering, Part A: Systems:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Kenneth K. Kienow; Robert C. Prevost
    Publisher: American Society of Civil Engineers
    Abstract: Several types of low stiffness flexible pipe have been introduced in he United States in the past 10 years. Because of its extremely low pipe stiffness, very stiff embedment soil is required to limit pipe deflection to a ...
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    Closure to “<i>Pipe/Soil Stiffness Ratio Effect on Flexible Pipe Buckling Threshold</i>” by Kenneth K. Kienow and Robert C. Prevost (March, 1989, Vol. 115, No. 2) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Kenneth K. Kienow; Robert C. Prevost
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Influence of Flow Velocity of Sulfide Production within Filled Sewers</i>” by G. A. Holder and J. Hauser (April, 1987, Vol. 113, No. 2) 

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Kenneth K. Kienow; John A. Redner; George Tchobanoglous
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Prediction of Sulfide Buildup in Sanitary Sewers</i>” by Karl E. Kienow, Richard D. Pomeroy and Kenneth K. Kienow (October, 1982) 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): Karl E. Kienow; Richard D. Pomeroy; Kenneth K. Kienow
    Publisher: American Society of Civil Engineers
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