TECHNICAL PAPERS
Dec 1, 1983

Failure of an Earth Dam: A Case Study

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 2

Abstract

In the semi‐arid zones, seasonal variations in temperature and moisture content are extensive. This may induce severe cracking of the core of an earth dam, particularly in places where the soil is poorly compacted. The winter rains often result in flash floods leading to a rapid build up of reservoir level. Consequently, water flowing through the core has high gradients. Moderately dispersive soils, in such an environment, may become highly dispersive. Such a mechanism of failure has been postulated on the basis of a case study of an earth dam failure in Wadi Qattarah, Libya. Practical implications of this failure mechanism are pointed out in relation to earth dam construction practices in semi‐arid zones.

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References

1.
Aitchison, M. E., Ingles, O. G., and Wood, C. C., “Post Construction Deflocculation as a Contributory Factor in Failure of Earth Dams,” Proceedings of the 4th Australia‐New Zealand Conference on Soil Mechanics and Foundation Engineering, 1963, pp. 275–279.
2.
Aitchison, M. E., and Wood, C. C., “Some Interaction of Compaction, Permeability and Post‐Construction Deflocculation Affecting the Probability of Failure of Small Dams,” Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Vol. II, Montreal, Canada, 1965, pp. 442–446.
3.
“Al Marj and Al Abyar Phase I Study, Hydrology, Climatology,”Secretariat of Dams and Water Resources, Technical Report No. 6.
4.
Cerni, J., Wadi Qattarah Project—Final Report, Secretariat of Dams and Water Authority, Benghazi, Libya, Aug., 1981.
5.
Cerni, J., Wadi Qattarah Project—Second Stage, Basic Investigations and Studies, Vols. 1 and 2, 1973.
6.
“Contract Document For The Construction of Wadi Qattarah Projects,” Hydroprojekat, Belgrade, Yukoslavia, 1967.
7.
Hjeldnes, E. J., and Lavania, B. V. K., “Cracking Leakage and Erosion of Earth Dam Materials,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 106, Proc. Paper 15220, Feb., 1980, pp. 117–135.
8.
Lambe, T. William, Marr, W. Allen, and Silva, Francisco, “Safety of a Constructed Facility: Geotechnical Aspects,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT3, Proc. Paper 16107, Mar., 1981, pp. 339–352.
9.
Leggett, R. F., Geology and Engineering, McGraw‐Hill Book Co., Inc., New York, N.Y., 1939.
10.
McDaniel, T. N., and Decker, R. S., “Dispersive Soil Problem at Los Esteros Dam,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT9, Proc. Paper 14804, Sept., 1979, pp. 1017–1030.
11.
Oweiss, I., and Bowman, J., “Geotechnical Considerations For Construction in Saudi Arabia,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT3, Proc. Paper 16092, Mar. 1981, pp. 319–338.
12.
Sherard, J. L., and Decker, R., eds., “Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects,” ASTM STP 623, American Society For Testing and Materials, Philadelphia, Pa., 1977.
13.
Sherard, J. L., et al., “Pin Hole Test for Identifying Dispersive Soils,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, No. GT1, Proc. Paper 11846, Jan., 1976, pp. 69–85.
14.
Sherard, J. L., Dunnigan, L. P., and Deeker, R. S., “Identification and Nature of Dispersive Soils,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, No. GT4, Proc. Paper 12052, Apr., 1976, pp. 287–301.
15.
Soil and Water Resources Survey for Hydro‐Agricultural Development, Groupement d' Etude, Francais En Libye (GEFLI), Eastern Zone, 1972.
16.
“Wadi Qattarah Feasibility Study, Final Report,” National Consulting Bureau, Department of Soils and Water, Tripoli, Libya, Nov., 1979.
17.
Wadi Qattarah Main Dam: Geotechnical Investigations for the Safety of the Dams, Groupement d'Etude Francais En Libye (GEFLI), Campaign 1979.
18.
“Wadi Qattarah Project Final Report on Execution of Project,” Hydroprojekat, 1972.
19.
Yong, et al., “Interparticle Action and Rheology of Dispersive Clays,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT10, Proc. Paper 14903, Oct., 1979, pp. 1193–1209.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 2December 1983
Pages: 244 - 259

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Published online: Dec 1, 1983
Published in print: Dec 1983

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Iqbal H. Khan, M. ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Garyounis, Benghazi, Libya

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