Brief Report
Jun 1978
Modeling of Clay Uplift Resistance
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 6
Abstract
In the uplift problem in clays, the self-weight of the clay can have a significant effect on total uplift resistance under certain conditions. The majority of model uplift resistance tests performed to date has failed to account for this effect by neglecting the principles of dimensional similarity. It is demonstrated in this paper, by means of dimensional analysis, when caution must be exercised in interpreting the results of model uplift resistance tests in clay in terms of the prototype. The approach adopted could be applied to other similar problems where model tests are envisaged.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 6 • June 1978
Pages: 755 - 760
Copyright
© 1978 American Society of Civil Engineers.
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Published in print: Jun 1978
Published online: Feb 11, 2021
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John R. Davie, M.ASCE
Project Engr., McClelland Engrs., Inc., Houston, Tex., formerly, Lect., Civ. Engrg. Dept., Univ. of Glasgow, Scotland
Hugh B. Sutherland, M.ASCE
Cormack Prof. of Civ. Engrg., Univ. of Glasgow, Glasgow, Scotland
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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.