Earth Pressures

  • G. W. Clough
  • J. M. Duncan
Chapter

Abstract

Design of earth-retaining structures requires knowledge of the earth and water loads that will be exerted on them. The first methods for determination of earth loads acting on retaining structures were developed in the eighteenth and nineteenth centuries by Coulomb and Rankine. These were based on idealized concepts where the retaining structure is rigid and moves as a unit. Also, the soil that loads the wall is assumed to be “wished in place,” and to undergo systematic, prescribed failure patterns as the wall displaces. These assumptions ignore the true effects of soil-structure interaction, and the processes of construction of the system. Nonetheless, the Coulomb and Rankine methods provide simple and reasonably accurate means for estimating earth loads, and remain useful tools today.

Keywords

Clay Transportation Compaction Silt Gravel 

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References

  1. Broms, B. (1971), Lateral earth pressures due to compaction of cohesionless soils, Proceedings of the 4th Budapest Conference on Soil Mechanics and Foundation Engineering, pp. 373-384.Google Scholar
  2. Broms, B. and Ingleson, I. (1971), Earth pressures against abutment of rigid frame bridge, Geotechnique, 21, No. 1, pp. 15–28.CrossRefGoogle Scholar
  3. Brooker, E. W. and Ireland, H. O. (1965), Earth pressure at rest related to stress history, Canadian Geotechnical Journal, 2, No. 1, pp. 1–15.CrossRefGoogle Scholar
  4. Carder, D. R., Pocock, R. G., and Murray, R. T. (1977), Experimental retaining wall facility-lateral stress measurements with sand backfill, Transport and Road Research Laboratory Report, No. LR 766.Google Scholar
  5. Carder, D. R., Murray, R. T., and Krawczyk, J. V. (1980), Earth pressures against an experimental retaining wall backfilled with silty clay, Transport and Road Research Laboratory Report, No. LR946.Google Scholar
  6. Caquot, A. and Kerisel, J. (1948), Tables for the Calculation of Passive Pressure, Active Pressure and Bearing Capacity of Foundations, Gauthier-Villars, Imprimeur-Libraire, Libraire du Bureau des Longitudes, de L’Ecole Polytechnique, Paris.Google Scholar
  7. Clough, G. W. and Duncan, J. M. (1971), Finite element analyses of retaining wall behavior, Journal of the Soil Mechanics and Foundations Division, ASCE, 97, No. SM12, pp. 1657–1674.Google Scholar
  8. Clough, G. W. and Denby, G. M. (1980), Self boring pressuremeter study of San Francisco bay mud, Journal of the Geotechnical Division, ASCE, 106, No. GT1, pp. 45–63.Google Scholar
  9. Coyle, H. M., Bartoskewitz, R. E., Milberger, L. J., and Butler, H. D. (1974), Field measurement of lateral earth pressures on a cantilever retaining wall, Transportation Research Record, No. 517, pp. 16-29.Google Scholar
  10. Coyle, H. M. and Bartoskewitz, R. E. (1976), Earth pressures on precast panel retaining wall, Journal of the Geotechnical Engineering Division, ASCE, 102, No. GT5, pp. 441–456.Google Scholar
  11. Duncan, J. M. and Seed, R. B. (1986), Compaction-induced earth pressure under K o-conditions, Journal of the Geotechnical Engineering Division, ASCE, 112, No. 1, pp. 1–22.CrossRefGoogle Scholar
  12. Handy, R. L. (1985), The arch in soil arching, Journal of the Geotechnical Engineering Division, ASCE, 111, No. 3, pp. 302–318.CrossRefGoogle Scholar
  13. Jaky, J. (1944), The coefficient of earth pressure at-rest, Journal for Society of Hungarian Architects and Engineers, Budapest, Hungary, pp. 355-358.Google Scholar
  14. Mayne, P. W. and Kulhawy, F. H. (1982), K o-OCR relationships in soil, Journal of the Geotechnical Engineering Division, ASCE, 108, No. GT6, pp. 851–872.Google Scholar
  15. Peck, R. B. and Mesri, G. (1987), Discussion of “Compaction-induced earth pressures under K 0-conditions” by Duncan J. M. and Seed, R. B., Journal of Geotechnical Engineering, ASCE, 113, No. 11, pp. 1406–1410.CrossRefGoogle Scholar
  16. Rehnman, S. E. and Broms, B. B. (1972), Lateral pressures on basement wall. Results from full-scale tests, Proceedings of the 5th European Conference on Soil Mechanics and Foundation Engineering, 1, pp. 189–197.Google Scholar
  17. Schmidt, B. (1966), Discussion of “Earth pressures at-rest related to stress history,” Canadian Geotechnical Journal, 3, No. 4, pp. 239–242.CrossRefGoogle Scholar
  18. Scott, R. F. (1963), Principles of Soil Mechanics, Addison-Wesley, Reading, Mass.Google Scholar
  19. Spangler, M. G. (1938), Lateral pressures on retaining walls caused by superimposed loads, Proceedings of the 18th Annual Meeting of The Highway Research Board, Part II, pp. 57–65.Google Scholar
  20. Terzaghi, K. (1954), Anchored bulkheads, Transactions, ASCE, 119, pp. 1954.Google Scholar
  21. Williams, G. W., Duncan, J. M., and Sehn, A. L. (1987), Simplified chart solution of compaction-induced earth pressures on rigid structures, Geotechnical Engineering Report, Virginia Polytechnic Institute and State University, Blacksburg, Va.Google Scholar

Copyright information

© Springer Science+Business Media New York 1991

Authors and Affiliations

  • G. W. Clough
    • 1
  • J. M. Duncan
    • 1
  1. 1.Department of Civil EngineeringVirginia Polytechnic Institute and State UniversityUSA

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