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RISClosure to “<i>Experimental p‐y Model for Submerged, Stiff Clay</i>” by Todd W. Dunnavant and Michael W. O'Neill (January, 1989, Vol. 115, No. 1)
Publisher: American Society of Civil Engineers
Experimental p‐y Model for Submerged, Stiff Clay
Publisher: American Society of Civil Engineers
Abstract: A series of full‐scale, cyclic, lateral load tests on instrumented piles of varying diameter at a test site in submerged, overconsolidated clay is described. A