Performance of Jetted Anchor Piles with Wideningby Gregory P. Tsinker, (M.ASCE), Civ. Design Specialist; Acres Consulting Services Ltd., Niagara Falls, Ontario, Canada,
Serial Information: Journal of the Geotechnical Engineering Division, 1977, Vol. 103, Issue 3, Pg. 213-226
Document Type: Journal Paper
Abstract: A special structure of reinforced concrete flexible anchor pile with widening at the end has been used in engineering practice in the past few years. Laboratory semifull and full-scale experiments were made in order to study the performance of such piles. Method of making construction calculations has been developed as a result of the experiments. This method is based on the elasticity theory. Equations have been developed to determine a pile's capacity to carry pulling load due to acceptable displacement into the soil.
Subject Headings: Structure reinforcement | Reinforced concrete | Concrete piles | Anchors | Laboratory tests | Construction methods | Load bearing capacity
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