Research Article
Jul 1981
Foundations on Strong Sand Overlying Weak Sand
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 7
Abstract
The ultimate bearing capacity of footings on subsoil consisting of a strong sand layer overlying a weak sand deposit was investigated. A theory was developed and then results predicted. These predictions compared well with test data on model strip and circular footings resting on dense sand overlying loose, as well as, compact sand. Design charts are presented for use in practical application. Based on these charts, a procedure to determine the ultimate bearing capacity of a strip and circular footings on a strong sand layer overlying a weak sand deposit is described.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 7 • July 1981
Pages: 915 - 927
Copyright
© 1981 American Society of Civil Engineers.
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Published in print: Jul 1981
Published online: Feb 11, 2021
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Adel M. Hanna, M.ASCE
Assoc. Prof., Concordia Univ., Dept. of Civ. Engrg., 1455 De Maisonneuve Boulevard West, Montreal, Quebec, Canada H3G IMS
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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.