TECHNICAL PAPERS
Oct 1, 1986

Hydraulic Fracturing in Embankment Dams

Publication: Journal of Geotechnical Engineering
Volume 112, Issue 10

Abstract

There is now sufficient evidence to conclude that concentrated leaks occur commonly through the impervious sections of embankment dams by hydraulic fracturing without being observed, even in dams which are not subjected to unusually large differential settlement. Usually these concentrated leaks do not cause erosion, either because the velocity is too low or because the leak discharges into an effective filter. Subsequently the leakage channel is squeezed shut by swelling or softening of the embankment material forming the walls of the crack. In the typical case no measurable leakage emerges downstream and there is no other indication that a concentrated leak developed and was subsequently sealed. This action probably occurs to some degree in most embankment dams.

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References

1.
Benassini, A., and Casales, V., “Discussion of Piping Failure of La Escondida Dam, Mexico,” Specialty Conference on Performance of Earth and Earth‐Supported Structures, ASCE, June 11–14, 1972, Vol. 3, pp. 135–141.
2.
Bertram, G. E., “Experimental Investigation of Protective Filters,” Soil Mechanics Series No. 7, Graduate School of Engineering, Harvard University, Cambridge, Mass., 1940.
3.
Bertram, G. E., “Experience with Seepage Control Measures in Earth and Rockfill Dams,” Proceedings 9th ICOLD Congress, Istanbul, Turkey, Vol. III, 1967, pp. 91–109.
4.
Casagrande, A., “Notes on the Design of Earth Dams,” Journal of the Boston Society of Civil Engineers, Vol. 37, Oct., 1950.
5.
Dascal, O., “Peculiar Behavior of the Manicouagan 3 Dam's Core,” International Conference on Case Histories in Geotechnical Engineering, May, 1984, University of Missouri‐Rolla, Vol. II, pp. 561–569.
6.
Flores, C. E., and DeFries, C. K., “Incidents with Earth and Rockfill Dams in Venezuela,” Proceedings of the 25th Anniversary, Venezuelan Society of Soil Mechanics and Foundation Engineering, Caracas, 1983, pp. 243–251.
7.
Independent Panel to Review Cause of Teton Dam Failure, “Report on Failure of Teton Dam,” U.S. Government Printing Office, Washington, D.C., 1976.
8.
Jaworski, G. W., Duncan, J. M., and Seed, H. B., “Laboratory Study of Hydraulic Fracturing,” Journal of the Geotechnical Engineering Division, ASCE, June, 1981, pp. 713–731. (Discussion in Nov., 1982 Journal.)
9.
Kjaernsli, B., and Torblaa, I., “Horizontal Cracks Through the Core at Hyttejuvet Dam,” Publication No. 80, Norwegian Geotechnical Institute, Oslo, Norway, 1968.
10.
Kulhawy, F. H., and Gurtowsky, T. M., “Load Transfer and Hydraulic Fracturing in Zoned Dams,” Journal of the Geotechnical Division, ASCE, Sept., 1976, pp. 963–974.
11.
Lofquist, B., “Earth Pressure in a Thin Impervious Core,” Proceedings, 4th ICOLD Congress, New Delhi, India, Vol. 1, pp. 99–109, 1951.
12.
Lofquist, B., Discussion of Cracking in Dams, Proceedings 5th ICOLD Congress, Paris, 1955, Vol. III, pp. 21–22.
13.
Penman, A. D. M., “Materials and Construction Methods for Embankment Dams and Cofferdams” General Report, Question 52, Proceedings 14th ICOLD Congress, Rio de Janeiro, Brazil, 1982, Vol. IV, pp. 1105–1228.
14.
Seed, H. B., and Duncan, J. M., “The Teton Dam Failure—a Retrospective Review,” 10th ICSMFE, Stockholm, Sweden, Vol. 4, 1981, pp. 214–238.
15.
Sherard, J. L., “Loss of Water in Boreholes in Impervious Embankment Sections,” Proceedings, 10th ICOLD Congress, Montreal, Vol. VI, 1970, pp. 377–381.
16.
Sherard, J. L., “Embankment Dam Cracking,” Embankment Dam Engineering, S. Poulos and R. Hirschfeld, Eds., John Wiley and Sons, New York, N.Y., 1973, pp. 272–353.
17.
Sherard, J. L., Discussion of “Load Transfer and Hydraulic Fracturing in Zoned Dams,” by F. H. Kulhawy and T. M. Gurtowsky, Journal of the Geotechnical Engineering Division, ASCE, July, 1977, pp. 831–833.
18.
Sherard, J. L., “Sinkholes in Dams of Coarse, Broadly Graded Soils,” Proceedings 13th ICOLD Congress, New Delhi, India, Vol. II, 1979, pp. 25–35.
19.
Sherard, J. L., Decker, R. S., and Ryker, N. L., “Piping in Earth Dams of Dispersive Clay,” Proceedings of the Specialty Conference on Performance of Earth and Earth‐Supported Structures, ASCE, June, 1972, pp. 589–626.
20.
Sherard, J. L., Decker, R. S., and Ryker, N. L., “Hydraulic Fracturing in Low Dams of Dispersive Clay,” Proceedings of the Specialty Conference on Performance of Earth and Earth‐Supported Structures, ASCE, June, 1972, Vol. 1, Part I, pp. 563–590.
21.
Sherard, J. L., and Dunnigan, L. P., “Filters and Leakage Control in Embankment Dams, Symposium on Seepage and Leakage from Dams and Impoundments, ASCE, Denver, Colo., May, 1985, pp. 1–30.
22.
U.S. Army Engineers, “Filter Experiments and Design Criteria,” Technical Memorandum No. 3‐360, Waterways Experiment Station, Vicksburg, Miss., 1953.
23.
U.S. Army Engineers, “Review of Soils Design, Construction and Performance, Wister Dam, Oklahoma,” Technical Report 3‐508, Waterways Experiment Station, Vicksburg, Miss., June, 1959.
24.
Vaughan, P. R., et al., “Cracking and Erosion of the Rolled Clay Core at the Balderhead Dam,” Proceedings 10th ICOLD Congress, Montreal, Canada, Vol. 3, 1970, pp. 73–93.
25.
Vaughan, P. R., and Soares, H. F., “Design of Filters for Clay Cores of Dams,” Journal of the Geotechnical Engineering Division, ASCE, Jan., 1982.
26.
Widjaja, H., Duncan, J. M., and Seed, H. B., “Scale and Time Effects in Hydraulic Fracturing,” Research Report to U.S. Army Engineers, Waterways Experiment Station, Vicksburg, Miss., 1984.
27.
Wood, D. M., Kjaernsli, B., and Hoeg, K., “Thoughts Concerning the Unusual Behavior of Hyttejuvet Dam,” Proceedings 12th ICOLD Congress, Mexico, Vol. II, 1976, pp. 391–414.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 112Issue 10October 1986
Pages: 905 - 927

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Published online: Oct 1, 1986
Published in print: Oct 1986

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James L. Sherard
Consulting Engr., San Diego, CA

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