Chapter
Dec 31, 2015
Ultimate Resistance of Vertical Plate Anchors in Clay
Publication: Coastal Engineering 1986
Abstract
Laboratory model test results for the ultimate pullout resistance of vertical square anchors embedded in saturated or near saturated clay have been presented. The undrained shear strength of the clay and the embedment ratio of the anchors have been varied. Based on the model test results, an empirical parametric relationship for estimation of the ultimate pullout resistance of shallow and deep square anchors has been presented.
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Information
Published In
Coastal Engineering 1986
Pages: 1831 - 1842
Copyright
© 1987 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
Affiliations
Braja M. Das, M.ASCE
professor of Civil Engineering, The University of Texas at El Paso, El Paso, Texas, 79968, U.S.A.
Miguel Picornell, A.M.ASCE
Assistant Professor in Civil Engineering, The University of Texas at El Paso, El Paso, Texas, 79968, U.S.A.
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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.