Anchored Bulkheads with Sloping Dredge Lines
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 6
Abstract
Tests were conducted to determine the effect of a sloping dredge line on passive earth resistance in front of a bulkhead and bending moments in sheet piling. Results are interpreted relative to moment reduction procedures in current use.
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References
1.
Bransby, P., and Smith, I., “Side Friction in Model Retaining‐Wall Experiments,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT7, July, 1975, pp. 615–632.
2.
Caquot, A., and Kerizel, J., “Tables for the Calculation of Passive Pressure, Active Pressure and Bearing Capacity of Foundations,” (rev. trans. by Ministry of Works, Chief Scientific Adviser's Division, London), Gauthier‐Villars, Paris, 1948.
3.
Cornforth, D. H., “Prediction of Drained Strength of Sands from Relative Density Measurements. Evaluation of Relative Density and Its Role in Geotechnical Projects Involving Cohesionless Soils,” ASTM STP 523, American Society for Testing and Materials, 1973, pp. 281–303.
4.
Rowe, P., “Anchored Sheet Pile Walls,” Proceedings, Institution of Civil Engineers, London, Vol. 1, Pt. 1, 1952, pp. 27–70.
5.
Terzaghi, K., Theoretical Soil Mechanics, John Wiley and Sons, Inc., New York, N.Y., 1943.
6.
Terzaghi, K., “Anchored Bulkheads,” Transactions, ASCE, Vol. 119, 1954, pp. 243–1280 (with discussion, pp. 1281–1323).
7.
Tschebotarioff, G., Foundations, Retaining and Earth Structures, McGraw‐Hill Book, Co., New York, N.Y., 1973.
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Copyright © 1983 ASCE.
History
Published online: Jun 1, 1983
Published in print: Jun 1983
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