Stresses on Shallow Circular Pipe by Transformed Sectionby Rowland Richards, Jr., (M.ASCE), Assoc. Prof. of Civ. Engrg.; Univ. of Delaware, Newark, DE,
Jagdish S. Agrawal, Highway Engr.; Montgomery County Dept. of Transp., Rockville, MD,
Serial Information: Journal of the Geotechnical Engineering Division, 1974, Vol. 100, Issue 6, Pg. 637-652
Document Type: Journal Paper
A closed-form solution technique utilizing a transformation strategy is presented for shallow pipe-medium systems. Mathematical expressions have been developed for pipe-medium interface stresses for a circular pipe under a single center line concentrated load and important parameters affecting the entire system have been studied. The numerical results are presented graphically, for a few cases, to provide quantitative and qualitative information which might help in better understanding soil-structure interaction. Wherever possible, the results are interpreted by comparison with those from other investigations.
Subject Headings: Pipelines | Pipes | Graphic methods | Concentrated loads | Closed form solutions | Parameters (statistics) | Numerical methods
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