Load-Displacement Relationship for Vertical Anchor Platesby Braja M. Das, (A.M.ASCE), Asst. Prof.; Dept. of Civ. Engrg., Tri-State Coll., Angola, Ind.,
Gerald R. Seeley, (A.M.ASCE), Asst. Prof.; Dept. of Civ. Engrg., Tri-State Coll., Angola, Ind.,
Serial Information: Journal of the Geotechnical Engineering Division, 1975, Vol. 101, Issue 7, Pg. 711-715
Document Type: Journal Paper
Abstract: Recent studies on shallow vertical anchors have been primarily concerned with the ultimate pullout capacity of the anchor and have not concerned themselves with the load-displacement relationship. In bulkheads or other lateral load bearing structures where vertical anchors are used, tolerable displacement may impose restrictions on the design load. The purpose herein is to present a load-displacement analysis of the model tests conducted as a part of the continuing study on anchors at Tri-State College.
Subject Headings: Anchors | Displacement (mechanics) | Load bearing capacity | Lateral loads | Vertical loads | Live loads | Load factors | Model analysis
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