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Discussion: Reliability of Underground Pipelines Subject to Corrosion
Publisher: American Society of Civil Engineers
Discussion and Closure: A Soil-Structure Interactive Model
Publisher: American Society of Civil Engineers
Pipe/Soil Stiffness Ratio Effect on Flexible Ipe Buckling Threshold
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 ...
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)
Publisher: American Society of Civil Engineers