Research Article
Jan 1981
Embedded Anchor Response to uplift Loading
Authors: Andreas Andreadis, Eldon Burley, and Roger C. HarveyAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 1
Abstract
A number of factors which influence soil-anchor interaction are evaluated, and in addition, the extent of soil disturbance and the influence of pore water pressures during testing are assessed. Response under repeated and sustained-repeated loading is shown to be represented by a family of hyperbolic curves, and a failure criterion is determined by the critical strain condition below which a satisfactory response can still be subsequent to repeated loading. A strain dependent mechanism is used for defining behaviour under varying loading conditions which permits an assessment of anchor life when subjected to a package of projectd environmental conditions. Where possible the results are compared to those of other workers in the anchor field, and recommendations made which may lead to a better understanding of embedded systems.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 1 • January 1981
Pages: 59 - 78
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jan 1981
Published online: Feb 11, 2021
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Authors
Affiliations
Andreas Andreadis
Civ. Engr., Sani S.A., Thessaloniki, Greece
Eldon Burley
Lect. in Civ. Engrg., Queen Mary Coll., Univ. of London, Mile End Rd., London El 4N5, England; also Dir. of Queen Mary Coll. Anchor Tech. Limited, London, England
Roger C. Harvey
Sr. Leet. in Civ. Engrg., Queen Mary Coll., Univ. of London, Mile End Rd., London El 4N5, England; also Dir. of Queen Mary Coll. Anchor Tech. Limited, London, England
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