Abstract
Structures that retain lateral forces from soil and/or water are composed of various materials, constructed by numerous procedures and methods, and are used for many purposes. In this chapter the manner of support is used to classify the different types of structures. Reinforced earth structures are not included, as that type of structure is covered in Chapter 21. The three means of support consist of restrained, gravity, and cantilever systems. Each support system has variations—the restrained system having the greatest number and cantilever the least. Gravity structures are far more numerous than the other two since they are used for the construction of many small structures such as soil-retaining walls. The largest retaining structures are of the gravity type. Restrained structures are prominent in the construction of waterfront facilities and excavations. Cantilever structures are the least used because they allow large deflections to occur. Combinations of support types are sometimes used.
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G.M. Cornfield (deceased) authored most of Section 12.2.1A and Section 12.4
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References
Belz, C. A. (1970), Cellular structure design methods, Proceedings, Conference on Design and Installation of Pile Foundations and Cellular Structures, ed. H. Y. Fang and T. D. Dismuke, Envo Publishing Co., Lehigh Valley, pp. 319–388.
British Standards Institution (1972), Foundations, Civil Engineering Code of Practice, CP 2004, London.
B.S.P. Pocket Book (1963), B.S.P. International Foundations Ltd., Claydon, Suffolk, U.K.
Casagrande, L. (1973), Comments on conventional design of retaining structures, Journal of the Soil Mechanics and Foundations Division, ASCE, 99, No. SM-2, pp. 181–198.
Committee for Waterfront Structures (1980), Recommendations of the Committee for Waterfront Structures (English translation), W. Ernst and Son, Berlin.
Cornfield, G. M. (1968), Driven piles: Method and equipment, Construction News, London, May 9. [Reprinted in Impact (No. 15), Journal of the British Steel Piling Co. Ltd., London.]
Cornfield, G. M. (1969), Direct-reading nomograms for design of anchored sheet pile retaining walls, Civil Engineering and Public Works Review, August, London.
Cummings, E. M. (1957), Cellular cofferdams and docks, Transactions, ASCE, 125, pp. 13–34; Discussion, pp. 34–45.
Daniel, D. E. and Olson, R. E. (1982), Failure of an anchored bulkhead, Journal of the Geotechnical Engineering Division, ASCE, 108, No. GT-10, pp. 1318–1327.
Dismuke, T. D. (1970), Stress analysis of sheet piling in cellular structures, Proceedings, Conference on Design and Installation of Pile Foundations and Cellular Structures, ed. H. Y. Fang and T. D. Dismuke, Envo Publishing Co., Lehigh Valley, pp. 339–365.
Gould, J. P. (1980), A summary of some performance records, New Developments in Earth Support—Case Histories, Metropolitan Section ASCE, Foundations and Soil Mechanics Group Seminar, December.
Grayman, R. (1970), Cellular structures failures, Proceedings, Conference on Design and Installation of Pile Foundations and Cellular Structures, ed. H. Y. Fang and T. D. Dismuke, Envo Publishing Co., Lehigh Valley, pp. 383–391.
Haliburton, T. A. (1968), Numerical analysis of flexible retaining structures, Journal of the Soil Mechanics and Foundations Division, ASCE, 94, No. SM-6, pp. 1233–1251.
Hansen, J. B. (1953), Earth Pressure Calculations, The Danish Technical Press, The Institution of Danish Civil Engineers, Copenhagen.
Hansmire, W. H., Russell, H. A., Rawnsley, R. P., and Abbott, E. L. (1989), Field performance of structural slurry wall, Journal of Geotechnical Engineering, ASCE, 115, No. GT-2, pp. 141–156.
Hetenyi, M. (1946) Beams on Elastic Foundation, University of Michigan Press.
Lambe, T. W. (1970) Braced excavations, ASCE Specialty Conference, Cornell University, pp. 149–328.
Lamboj, L. and Fang, H. Y. (1970) Comparison of maximum moment, tie rod force and embedment depth of anchored sheet piles, Fritz Engineering Laboratory Report No. 365.1, Lehigh University, Bethlehem, Pa.
Lum, W. (1973) Discussion of “Comments on conventional design of retaining structures,” by Leo Casagrande (Proceedings Paper 9568), Journal of the Soil Mechanics and Foundations Division, ASCE, 99, No. SM-8, p. 648.
McLean, F. G. and Krizek, R. J. (1971) Seepage characteristics of imperfect cutoffs, Journal of the Soil Mechanics and Foundations Division, ASCE, 105, No. SM-1, pp. 305–312.
NAVFAC DM-7 (1971) Department of the Navy, Bureau of Yards and Docks Design Manual Washington, D.C.
Ohori, K., Takahashi, K., Kawai, Y., and Shiota, K. (1988) Static analysis model for double pile wall structures, Journal of Geotechnical Engineering, ASCE, 114, No. GT-7, pp. 810–823.
Oyesen, N. K. (1962) Cellular Cofferdams, Calculation Methods And Model Tests, Bulletin No. 14, The Danish Geotechnical Institute.
Patterson, J. H. (1970) Installation techniques for cellular structures, Proceedings, Conference on Design and Installation of Pile Foundations and Cellular Structures, ed. H. Y. Fang and T. D. Dismuke, Envo Publishing Co., Lehigh Valley, pp. 393–412.
Peck, R. B. (1943) Earth pressure measurements in open cuts, Chicago, Ill. Subway, Transactions, ASCE, 108.
Peck, R. B. (1969) Deep excavations and tunneling in soft ground, State of the Art Volume Seventh International Conference on Soil Mechanics and Foundations, Mexico, pp. 225–290.
Rossow, M., Demsky, E., and Mosher, R. (1987) Theoretical Manual For Design Of Cellular Sheet Pile Structures (Cofferdams And Retaining Structures), Technical Report ITL-87–5, Waterways Experiment Station, Corps of Engineers, U.S. Dept of the Army.
Rowe, P. W. (1952), Anchored sheet pile walls, Proceedings Institution of Civil Engineers (London), 1, pp. 27–70; Discussion, 1, pp. 616–647.
Rowe, P. W. (1955), A theoretical and experimental analysis of sheet pile walls, Proceedings, Institution of Civil Engineers (London), 4, pp. 32–87; Discussion, 4, pp. 828–855.
Rowe, P. W. (1956) Sheet pile walls at failure, Proceedings, Institution of Civil Engineers (London), 5, pp. 276–315; Discussion, 6, pp. 347–361.
Rowe, P. W. (1957) Limit design of flexible walls, Proceedings Midland Soil Mechanics and Foundation Engineering Society, 1, pp. 29–40.
Schroeder, W. L. (1987) Wharf bulkhead behavior at Fulton Terminal 6 Journal of Geotechnical Engineering, ASCE, 113, No. GT-6, pp. 600–615.
Schroeder, W. L., Mark K., and Khuayjarernpanishk, Th.. (1977) Performance of a cellular wharf, Journal of the Geotechnical Enginering Division, ASCer, D. E, 103, No. GT-3, pp. 153–168.
Schroeder, W. L. and Maitland, J. K. (1979) Cellular bulkheads and cofferdams, Journal of the Geotechnical Engineering Division, ASCE, 105, No. GT-7, pp. 823–837.
Sorota, M. D. and Kinner, E. B. (1981) Cellular cofferdam for Trident drydock: Design, Journal of the Geotechnical Engineering Division, ASCE, 107, No. GT-12, pp. 1643–1655.
Sorota, M. D., Kinner, E. B., and Haley, M. X. (1981) Cellular cofferdam for trident drydock: Performance, Journal of the Geotechnical Engineering Division, ASCE, 107, No. GT-12, pp. 1657–1676.
Swatek, E. P., Jr. (1970) Summary-Cellular structure design and installation, Proceedings, Conference on Design and Installation of Pile Foundations and Cellular Structures, ed. H. Y. Fang and T. D. Dismuke, Envo Publishing Co., Lehigh Valley, pp. 413–423.
Terzaghi, K. (1943) Theoretical Soil Mechanics, John Wiley & Sons, Inc., New York, N.Y.
Terzaghi, K. (1945) Stability and stiffness of cellular cofferdams,Transactions, ASCE, 110, pp. 1083–1119; Discussion, pp. 1120–1202.
Terzaghi, K. (1954) Anchored bulkheads, Transactions, ASCE, 119,pp. 1243–1280; Discussion, pp. 1281–1324.
Terzaghi, K. (1955) Evaluation of coefficients of subgrade reaction, Geotechnique, 5, December.
Terzaghi, K. and Peck, R. (1967) Soil Mechanics In Engineering Practice, John Wiley & Sons, Inc., New York, N.Y., pp. 260–266, 394–413.
Tschebotarioff, G. P. (1951) Soil Mechanics, Foundations and EarthStructures, McGraw-Hill Book Co., Inc., New York, N.Y.
Tschebotarioff, G. P. (1973) Foundations, Retaining And Earth Structures,McGraw-Hill Book Co., Inc. New York, N.Y.
Tsinker, G. P. (1983) Anchored sheet pile bulkheads: Design practice, Journal of Geotechnical Engineering ASCE, 109, No. GT-8, pp. 1021–1038.
TVA (1957) Sheet Steel Piling Cellular Cofferdams on Rock, Technical Monograph No. 75, Vol. 1, U.S. Tennessee Valley Authority.
White, A., Cheney, J. A., and Duke, C. M. (1961) Field study of a cellular bulkhead, Journal of the Soil Mechanics and Foundations Division, ASCE, 88, No. SM-4, Proceedings Paper 2902.
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Dismuke, T.D. (1991). Retaining Structures and Excavations. In: Fang, HY. (eds) Foundation Engineering Handbook. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-3928-5_12
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DOI: https://doi.org/10.1007/978-1-4615-3928-5_12
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