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Title: ULTIMATE RESISTANCE OF VERTICAL SQUARE ANCHORS IN CLAY
Accession Number: 00468619
Record Type: Component
Availability: Find a library where document is available Abstract: Laboratory model test results for the ultimate pullout resistance of square vertical anchors in saturated clay are presented. Pullout resistance can be expressed in the form of a nondimensional breakout factor. The breakout factor increases with the embedment ratio of the anchor up to a maximum value and remains constant thereafter. A tentative empirical procedure, based on the laboratory test results, for estimating anchor pullout resistance is outlined.
Supplemental Notes: Publication of this paper sponsored by Committee on Foundations of Bridges and Other Structures. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
Monograph Title: Monograph Accession #: 01418086
Authors: Das, Braja MPagination: pp 76-82
Publication Date: 1987
Serial: ISBN: 0309044723
Media Type: Print
Features: Figures
(11)
; References
(14)
; Tables
(3)
TRT Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; I24: Design of Bridges and Retaining Walls; I42: Soil Mechanics
Files: TRIS, TRB, ATRI
Created Date: May 31 1988 12:00AM
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