Brief Report
Sep 1975
Inclined Load Resistance of Anchors in Sand
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 9
Abstract
Several field and laboratory tests have been conducted in the past to determine the ultimate uplift resistance of shallow and deep anchors in sand. A comprehensive review of most of the preview works and related theoretical considerations has been given by Vesic. In the majority of the tests, a vertical uplift load was applied at the geometric center of the horizontal anchors. Uplift resistance of inclined anchors have been considered by Kanayan and Meyerhof. In both of the previous studies, the direction of the applied pullout load was perpendicular to the plane of the anchor plate.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 9 • September 1975
Pages: 995 - 998
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Sep 1975
Published online: Feb 10, 2021
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Braja M. Das, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Tri-State Coll., Angola, Ind
Gerald R. Seeley, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Tri-State Coll., Angola, Ind
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.