Earth Foundation Treatment at Jebba Dam Site
Publication: Journal of Geotechnical Engineering
Volume 110, Issue 10
Abstract
The Jebba Main Dam is founded on alluvial sands up to 230 ft (70 m) in depth. Soil investigation established the presence of locally loose materials at various depths. The test methods of the original investigation are described, and the soil parameters measured are presented. A short description of design considerations is followed by a detailed description of field tests with different vibrocompaction equipment, deep blasting, and penetrometer equipment. Production work included densification of approximately by deep blasting and of foundation materials by vibrocompaction method, and represents one of the largest groundimprovement programs ever undertaken.
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References
1.
Gibbs, H. J., and Holtz, W. G., “Research on Determining the Density of Sands by Spoon Penetration Testing,” Proceedings of the Fourth International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, London, England, 1957, pp. 35–39.
2.
Schmertmann, J. H., “Study of Feasibility of Using WISSA‐Type Piezometer Probe to Identify Liquefaction Potential of Saturated Fine Sands,” Technical Report 5‐78‐8, U.S. Army Engineer Waterways Experiment Station, 1978.
3.
Seed, H. B., and Idriss, I. M., “Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 97, No. SM9, Proc. Paper 8371, Sept., 1971, pp. 1249–1273.
4.
Solymar, Z. V., “Compaction of Alluvial Sands by Deep Blasting,” Canadian Geotechnical Journal, Vol. 21, No. 3, 1984.
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Copyright © 1984 ASCE.
History
Published online: Oct 1, 1984
Published in print: Oct 1984
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