Research Article
Jan 1978
Evaluation of Tie-Back Anchor Response
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 1
Abstract
The various components of deformation associated with tie-back anchor loads are investigated and a method for determination of each of the significant components is developed. Elastic theory is used to develop graphs for determination of anchor movement in terms of dimensionless parameters related to load, anchor geometry and an equivalent soil modulus. In addition, an approximate procedure is developed for the possible minor contribution of the anchor extension. Due to uncertainties associated with soil modulus, determination of anchor movements on this basis may be inaccurate. The load test program which is common practice in the field construction sequence could be used to back-calculate a soil modulus which could then be used directly for prediction of response for other anchors in the same soil. This modulus may be used as an indicator of an appropriate modulus value to be used in conjunction with numerical analyses of the flexible wall system.
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Information
Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 1 • January 1978
Pages: 77 - 89
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jan 1978
Published online: Feb 11, 2021
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Authors
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James Neil Kay, M.ASCE
Lect. in Civ. Engrg., Univ. of Adelaide, Adelaide, South Australia
Mohamed Iqbal Qamar, AM.ASCE
Project Mgr., Struct. Dynamics Research Corp., Cincinnati, Ohio
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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.