TECHNICAL PAPERS
Mar 1, 1987

Uplift of Anchor Plates in Sand

Publication: Journal of Geotechnical Engineering
Volume 113, Issue 3

Abstract

An investigation into the vertical uplift of anchor plates in a cohesionless medium is described. Factors investigated in relation to the load‐displacement response were the size and shape of plate, depth of embedment, sand density, and plate surface roughness. The results of laboratory tests are presented, together with equilibrium and limit analysis methods of predicting the ultimate resistance. Comparisons are made between the laboratory test results, the developed analyses, and existing theories. It is shown that the different theoretical solutions examined predict a relatively wide range of ultimate uplift resistance with no one approach showing good agreement with the experimental evidence for all cases examined.

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References

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Information & Authors

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 3March 1987
Pages: 202 - 215

History

Published online: Mar 1, 1987
Published in print: Mar 1987

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Authors

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E. J. Murray
Partner and Sr. Geotech. Engr., Nicholls Colton and Partners, Consulting, Inspecting, and Testing Engrs., 7–11 Harding St., Leicester, LE1 4DH, U.K.
James D. Geddes, F. ASCE
Prof. and Head, Dept. of Civ. Engrg. and Bldg. Tech., Univ. of Wales, Inst. of Sci. and Tech., Cardiff, U.K.

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