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Earthfill Dam Design and Analysis

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Abstract

Earthfill dams may be designed with any of a wide range of cross sections and compositions, depending upon the setting. They must be optimum products of the local materials and must harmonize with their sites. One of their principal merits is adaptability to foundations that might be unsuitable for other types of dams. Although earth dams can accommodate difficult site conditions, they still must be provided with foundation support that will keep deformations within acceptable limits.

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References

  1. Davidson, Luther W., “Upgrading the Impervious Core Quality at Sugar Pine Dam,” Transactions, Fourteenth Congress, International Commission on Large Dams, Rio de Janeiro, Brazil, Vol. IV, pp. 589–607, May 1982.

    Google Scholar 

  2. de Mello, V. F. B., “Reflections on Design Decisions of Practical Significance to Embankment Dams,” Seventeenth Rankine Lecture, British Geotechnical Society, Géotechnique, Vol. 27, No. 3, pp. 279–355, Mar. 1977.

    Google Scholar 

  3. Taylor, Karl V., “Slope Protection on Earth and Rockfill Dams,” Transactions, Eleventh Congress, International Commission on Large Dams, Madrid, Spain, Vol. III, pp. 215–235, June 1973.

    Google Scholar 

  4. International Commission on Large Dams, Bulletin 54, “Soil-Cement for Embankment Dams,” prepared by Kenneth D. Hansen on behalf of USCOLD for the Committee on Materials for Embankment Dams, 1986.

    Google Scholar 

  5. Holtz, Wesley, G., and Hansen, Kenneth D., “The Use of Compacted Soil-Cement in Water Control Structures,” Transactions, Twelfth Congress, International Commission on Large Dams, Mexico City, Vol. I, pp. 251–278, Mar.-Apr. 1976.

    Google Scholar 

  6. Reinius, E., “The Stability of the Upstream Slope of Earth Dams,” Swedish State Committee for Building Research, Bull. 12, Victor Petersons Bokindustriaktiebolag, Stockholm, 1948.

    Google Scholar 

  7. Morgenstern, N. R., and Price, V. E., “The Analysis of Stability of General Slip Surfaces,” Géotechnique, Vol. 15, No. 1, pp. 79–93, 1965.

    Article  Google Scholar 

  8. Lowe, John, III, “Shear Strength of Coarse Embankment Dam Materials,” Eighth International Congress on Large Dams, Edinburgh, Transactions, Vol. III, pp. 745–761, May 1964.

    Google Scholar 

  9. Lowe, John, III, “Embankment Dams,” Section 18, Davis Handbook of Applied Hydraulics, 3rd ed., McGraw-Hill, New York, 1969.

    Google Scholar 

  10. Seed, H. B., “A Method for Earthquake Resistant Design of Earth Dams,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM1, Proc. Paper 4616, pp. 13–41, Jan. 1966.

    Google Scholar 

  11. Lowe, John, III, “Stability Analysis of Embankments,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 93, No. SM4, Proc. Paper 5305, pp. 1–33, July 1967.

    Google Scholar 

  12. Sherard, James L., “Hydraulic Fracturing in Embankment Dams,” Proceedings, Symposium Sponsored by Geotechnical Engineering Division, American Society of Civil Engineers, Denver, CO, May 5, 1985.

    Google Scholar 

  13. Interagency Committee on Dam Safety, Design Earthquake Task Group Subcommittee, “Federal Guidelines for Earthquake Analyses and Design of Dams,” Federal Emergency Management Agency, Mar. 1985.

    Google Scholar 

  14. Franklin, A. G., and Hynes-Griffin, M. E., “Rationalizing the Seismic Coefficient Method,” Miscellaneous Paper GL84–13, U.S. Army Engineer Waterways Experiment Station, July 1984.

    Google Scholar 

  15. Jansen, Robert B., “Evaluation of Seismic Effects on Embankment Dams,” Hawaii Dam Safety Conference, Honolulu, Dec. 5, 1985.

    Google Scholar 

  16. Bureau, G., and Campos-Pina, J. M., “Performance of Mexican Dams—Earthquake of 1985,” Newsletter, U.S. Committee on Large Dams, Mar. 1986.

    Google Scholar 

  17. U.S. Bureau of Reclamation, “Model Studies of the Sugar Pine Dam Energy Dissipator,” GR-79–3, Engineering and Research Center.

    Google Scholar 

  18. Terzaghi, K., Theoretical Soil Mechanics, John Wiley and Sons, New York, 1943.

    Book  Google Scholar 

  19. Poulos, Steve J., “The Stress-Strain Curves of Soils,” Geotechnical Engineers Inc., Winchester, MA, Jan. 1971 (unpublished).

    Google Scholar 

  20. Poulos, Steve J., “The Steady State of Deformation,” Journal of Geotechnical Engineering Division, ASCE, Vol. 107, GT5, pp. 5513–5562, May 1981; closure discussion in Vol. 108, No. GT8, pp. 1087–1091, Aug. 1982.

    Google Scholar 

  21. Poulos, Steve J., “Effect of Large Strains on Shear Strength Selection for Stability Analysis,” Lecture Series on Embankment Dams-Design and Construction, Lecture 6, Boston Society Section, ASCE, pp. 1–18, Fall 1979.

    Google Scholar 

  22. Skempton, A. W., “Long-Term Stability of Clay Slopes,” Géotechnique, London, Vol. 14, No. 2, pp. 77–101, 1964.

    Article  Google Scholar 

  23. Terzaghi, K., Erdbaumechanik auf bodenphysikalischer Grundlage, Deuticke, Vienna, 1925, 399 pp.

    MATH  Google Scholar 

  24. Poulos, Steve J., Course entitled “Stability Analysis,” Harvard University, Fall Semester, 1969.

    Google Scholar 

  25. Casagrande, A., “Chcaracteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills,” Journal of the Boston Society of Civil Engineers, Vol. 23, No. 1, pp. 13–22, Jan. 1936; reprinted in Contributions to Soil Mechanics, 1925–1940, BSCE, pp. 257–276, 1940.

    Google Scholar 

  26. Haefeli, R., “Investigation and Measurements of the Shear Strengths of Saturated Cohesive Soils,” Géotechnique, Vol. 2, No. 3, pp. 186–208, June 1950.

    Article  Google Scholar 

  27. Casagrande, A., “Discussion of ‘Excavation of Slopes in the Panama Canal,’ by W. V. Binger and T. F. Thompson,” Transactions ASCE, Vol. 114, Paper No. 2378, pp. 870–874, 1949.

    Google Scholar 

  28. Marsal, Raul J., “Mechanical Properties of Rockfill,” Embankment-Dam Engineering, Casagrande Volume, John Wiley and Sons, New York, 1973, 454 pp.

    Google Scholar 

  29. Rowe, Peter W., “The Stress-Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact,” Proceedings of the Royal Society, Series A, Mathematical and Physical Sciences, London, Vol. 269, No. 1339, pp. 500–527, Oct. 1962.

    Google Scholar 

  30. Lambe, T. William, “The Structure of Inorganic Soil,” Proceedings ASCE, Vol. 79, Separate No. 315, pp. 1–49, 1953.

    Google Scholar 

  31. Bishop, Alan W., and Bjerrum, Laurits, “The Relevance of the Triaxial Test to the Solution of Stability Problems,” ASCE Research Conference on Shear Strength of Cohesive Soils, Boulder, CO, pp. 437–501, June 1960.

    Google Scholar 

  32. Taylor, Donald W., Fundamentals of Soil Mechanics, Wiley, New York, 1948.

    Google Scholar 

  33. Poulos, Steve J., “The Two Strengths of Soils,” Lecture at University of Massachusetts, Amherst, Mar. 27, 1984, 29 pp.

    Google Scholar 

  34. Bjerrum, Laurits, “Mechanism of Progressive Failure in Slopes of Overconsolidated Plastic Clays and Clay-Shales,” The Third Terzaghi Lecture, ASCE Structural Engineering Conference, Miami, pp. 1–67, 1966.

    Google Scholar 

  35. Poulos, Steve J., Robinsky, Eli I., and Keller, Thomas O., “Liquefaction Resistance of Thickened Tailings,” Journal of Geotechnical Engineering, ASCE, Vol. III, GT12, pp. 1380–1394, Dec. 1985.

    Article  Google Scholar 

  36. Poulos, Steve J., Castro, Gonzalo, and France, John W., “Liquefaction Evaluation Procedure,” Journal of Geotechnical Engineering, ASCE, Vol. 111, GT6, pp. 772–795, June 1985; discussions in Vol. 114, GT2, pp. 232–259, Feb. 1988.

    Article  Google Scholar 

  37. Castro, Gonzalo, Poulos, Steve J., France, John W., and Enos, John L., “Liquefaction Induced by Cyclic Loading,” Report to National Science Foundation, Contract PFR-7924731, Geotechnical Engineers Inc., 1982, 79 pp.

    Google Scholar 

  38. Casagrande, A., “Notes on the Design of the Liquid Limit Device,” Géotechnique, Vol. 8, No. 2, June 1958 (Harvard Soil Mechanics Series No. 57).

    Google Scholar 

  39. Scott, Ronald F., Principles of Soil Mechanics, Addison-Wesley, Reading, MA, 1963, 550 pp.

    MATH  Google Scholar 

  40. Geotechnical Engineers Inc., “Response to FERC Questions, Meeting of January 9, 1987, Hinckley Dam,” Geotechnical Engineers Inc., Winchester, MA, Project 85808, Feb. 5, 1987, 11 pp. plus Appendices A and B (unpublished).

    Google Scholar 

  41. Hazen, Allen, “Hydraulic Fill Dams,” Transactions ASCE, Vol. 83, pp. 1713–1745, 1920.

    Google Scholar 

  42. Lo, K. Y., and Stermac, A. G., “Failure of an Embankment Founded on Varved Clays,” Canadian Geotechnical Journal, Vol. 2, No. 3, 1965 (see also Closure, Vol. 3, No. 1).

    Google Scholar 

  43. Ladd, Charles C, “Test Embankment on Sensitive Clay,” Proceedings ASCE Specialty Conference on Earth and Earth Supports Structures, Purdue, Vol. 1, Part 1, pp. 101–128, 1972.

    Google Scholar 

  44. Golder, H. Q., and Palmer, D. J., “Investigation of a Bank Failure at Scrapsgate, Isle of Sheppey, Kent,” Géotechnique, London, Vol. 5, No. 1, pp. 55–73, 1955.

    Article  Google Scholar 

  45. Seed, H. Bolton, and Lee, Kenneth L., “Liquefaction of Saturated Sands During Cyclic Loading,” Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 92, SM6, pp. 105–134, Nov. 1966.

    Google Scholar 

  46. Seed, H. Bolton, Arango, Ignacio, and Chan, Clarence K., “Evaluation of Soil Liquefaction Potential During Earthquakes,” University of California, Earthquake Engineering Research Center, Berkeley, Report EERC 75–28, Oct. 1975, 106 pp.

    Google Scholar 

  47. Casagrande, A., “Liquefaction and Cyclic Deformation of Sands, A Critical Review,” Proceedings 5th Panamerican Conference on Soil Mechanics and Foundation Engineering, Buenos Aires, Vol. 5, pp. 79–133, 1975.

    Google Scholar 

  48. Casagrande, A., and Rendon, F., “Gyratory Shear Apparatus Design, Testing Procedures and Test Results on Undrained Sand,” Harvard Soil Mechanics Series No. 89, 1978 (U.S. Army Waterways Experiment Station, Technical Report S-78–15, Oct. 1978).

    Google Scholar 

  49. Castro, Gonzalo, “Liquefaction of Sands,” Harvard Soil Mechanics Series No. 81, Harvard University, Cambridge, MA, Jan. 1969, 112 pp.

    Google Scholar 

  50. Seed, H. Bolton, Idriss, I. M., and Makdisi, F. I., “The Slides in the San Fernando Dams during the Earthquake of February 9, 1971,” Journal of Geotechnical Engineering Division, ASCE, Vol. 101, SM7, pp. 651–688, 1975.

    Google Scholar 

  51. Castro, Gonzalo, and Christian, John T., “Shear Strength of Soils and Cyclic Loading,” Journal of Geotechnical Engineering Division, ASCE, Vol. 102, GT9, pp. 887–894, 1976.

    Google Scholar 

  52. Castro, Gonzalo, and Poulos, Steve J., “Factors Aifecting Liquefaction and Cyclic Mobility,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT6, pp. 501–516, 1977.

    Google Scholar 

  53. Seed, H. Bolton, Lee, Kenneth L., and Idriss, I. M., “Analysis of Sheffield Dam Failure,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 95, No. SM6, pp. 1453–1490, 1969.

    Google Scholar 

  54. U.S. Army Corps of Engineers, “The Stability of Earth and Rockfill Dams,” Engineering Manual EM1110–2–1902, pp. 1–29, 1970.

    Google Scholar 

  55. Housner, George W., “The Mechanism of Sand Blows,” Bulletin of the Seismological Society of America, No. 58, pp. 155–161, 1958.

    Google Scholar 

  56. Whitman, Robert V., “On Liquefaction,” Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, pp. 1923–1926, Aug. 1985.

    Google Scholar 

  57. Newmark, Nathan M., “Effects of Earthquakes on Dams and Embankments,” Fifth Rankine Lecture, Géotechnique, London, Vol. 15, No. 2, pp. 139–159, 1965.

    Article  Google Scholar 

  58. Makdisi, F. I., and Seed, H. Bolton, “Simplified Procedure for Estimating Dam and Embankment Earthquake-Induced Deformations,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No. GT7, pp. 849–867, 1978.

    Google Scholar 

  59. Castro, G., “Seismic Stability of Earth and Earth-Supported Structures—Liquefaction,” State-of-the-art paper presented at the 8th International Symposium in Earthquake Engineering in India, Dec. 1986.

    Google Scholar 

  60. Seed, H. Bolton, “Design Problems in Soil Liquefaction” (draft), presented at Intragovernmental Conference, St. Louis, MO, 1986.

    Google Scholar 

  61. Casagrande A., “The Role of the ‘Calculated Risk’ in Earthwork and Foundation Engineering,” Second Terzaghi Lecture (1964), ASCE, Terzaghi Lectures 1963–1972, 1974.

    Google Scholar 

  62. Seed, H. Bolton, “Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes,” Journal of the Geotechnical Engineering Division, Vol. 105, No. GT2, pp. 201–255, 1979.

    Google Scholar 

  63. Schmertmann, John H., and Palacios, Alejandro, “Energy Dynamics of SPT,” Journal of Geotechnical Engineering Division, ASCE, Vol. 105, GT8, pp. 909–926, Aug. 1979.

    Google Scholar 

  64. Hvorslev, M. J., Subsurface Exploration and Sampling of Soils for Civil Engineering Purposes, ASCE Engineering Foundation, Nov. 1949, 521 pp.

    Google Scholar 

  65. Marcuson, William F., III and Franklin, A. Gus, “State-of-the-Art of Undisturbed Sampling of Cohesionless Soils,” Miscellaneous Paper GL 79–16, Waterways Experiment Station, July 1979.

    Google Scholar 

  66. Janbu, Nilmar, “Slope Stability Computations,” Embankment-Dam Engineering, Casagrande Volume, John Wiley and Sons, New York, 1973, pp. 47–86.

    Google Scholar 

  67. Lee, Kenneth L., and Chan, Kwok, “Number of Equivalent Significant Cycles in Strong Motion Earthquakes,” Proceedings International Conference on Microzonation, University of Washington, Vol. 2, p. 609, Oct. 1972.

    Google Scholar 

  68. Schnabel, P. B., Lysmer, J., and Seed, H. B., “SHAKE,” Report No. EERC 72–12, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1972.

    Google Scholar 

  69. Geotechnical Engineers Inc., “Effect of Densification on Seismic Response of Foundation Soils, Jackson Lake Dam,” Project 84416, Vols. 1 and 2 with Appendices, May 17, 1985, 27 pp. (unpublished).

    Google Scholar 

  70. Shockley, W. G., and Ahlvin, R. G., “Non-uniform Conditions in Triaxial Test Specimens,” ASCE Research Conference on Shear Strength of Cohesive Soils, Boulder, CO, pp. 341–357, June 1960.

    Google Scholar 

  71. Seed, H. B., and Idriss, I. M., “Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM9, pp. 1249–1273, 1971.

    Google Scholar 

  72. ASTM Annual Book of Standards, Section 4-“Construction,” 04.08-Soil and Rock, Building Stones, Penetration Test and Split-Barrel Sampling of Soils-D1586 and Deep, Quasi-Static, Cone and Friction-Cone Penetration Testing of Soils-D3441, 1986.

    Google Scholar 

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Robert B. Jansen (Consulting Civil Engineer)

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© 1988 Van Nostrand Reinhold

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Jansen, R.B., Kramer, R.W., Lowe, J., Poulos, S.J. (1988). Earthfill Dam Design and Analysis. In: Jansen, R.B. (eds) Advanced Dam Engineering for Design, Construction, and Rehabilitation. Springer, Boston, MA. https://doi.org/10.1007/978-1-4613-0857-7_9

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  • DOI: https://doi.org/10.1007/978-1-4613-0857-7_9

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