TECHNICAL NOTES
Aug 1, 1983
Stability Analysis of Flexible Anchored Bulkheads
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 8
Abstract
This paper presents an analysis of the depth of penetration of sheet piles necessary to provide stability against overturning. Previously developed equations of eqiulibrium are used. Results are given for a two-parameter and a one-parameter soil.
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References
1.
Browzin, B. S., “Anchored Bulkheads: Horizontal and Sloping Anchors,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT5, Proc. Paper 16275, May, 1981, pp. 629–645.
2.
Browzin, B. S., Closure to the paper: “Anchored Bulkheads: Horizontal and Sloping Anchors,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT12, Dec., 1982, pp. 1646–1653.
3.
Terzaghi, K., Theoretical Soil Mechanics, Chapman & Hall, Lim., J. Wiley & Sons, Inc., N.Y., 1959.
Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 109 • Issue 8 • August 1983
Pages: 1113 - 1116
Copyright
Copyright © 1983 ASCE.
History
Published online: Aug 1, 1983
Published in print: Aug 1983
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Authors
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Boris S. Browzin, F. ASCE
Struct. Engr. Research Projects Mgr., U.S. Nuclear Regulatory Commission, Washington, D.C. 20555
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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.