Brief Report
Aug 1978
Vertical Line Groups of Horizontal Anchors in Sand
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 8
Abstract
It has been established elsewhere that the behavior of a single isolated horizontally loaded vertical plate anchor in sand changes from shallow to deep at a depth of 6.5 times the anchor height. In studies on uplift anchors, Hanna noted that the behavior of anchors and their depth of embedment. Horizontal anchors, such as are used with diaphragm walls, are usually arranged in groups and at varying depths. This note describes an investigation undertaken to study how the pullout capacities of vertical line groups of horizontal anchors are influenced by their center-to-center spacing and their depths of embedment.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 8 • August 1978
Pages: 1127 - 1130
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Aug 1978
Published online: Feb 11, 2021
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Joe O. Akinmusuru, AM.ASCE
Leet. Faculty of Tech., Univ. of Ife, Ile-Ife, Nigeria; formerly, Research Scholar, Dept. of Civ. and Struct. Engrg., Univ. of Sheffield, Sheffield, England
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Save for later Item saved, go to cart Information on ASCE Library Cards
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.