TECHNICAL PAPERS
Mar 1, 1994

Damage Mechanisms and Influence of Gradation for Steep Riprap

Publication: Journal of Geotechnical Engineering
Volume 120, Issue 3

Abstract

Model tests in a laboratory flume were performed to verify certain hypotheses put forward to explain steep riprap behavior observed in the field at several embankment dam sites. The laboratory study has focused on riprap degradation under wave attack, and on the influence of fine blocks incorporated into riprap. Unlike flatter riprap, steep riprap is characterized by a low rate of damage until a point of acceleration, after which damage progresses rapidly. At that stage, damage is characterized by sliding and crumbling, which results in an upward propagation of damage toward the crest. The inclusion of a portion of small blocks into the riprap significantly reduces the stability of steep riprap. This detrimental effect is gradually reduced as the riprap slope becomes flatter.

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References

1.
Ben Belfadhel, M., Lefebvre, G., and Rohan, K. (1993). “Clarification on the use of Hudson formula for riprap design.” Proc., 25th IAHR Congr., Vol. 4, International Association for Hydraulic Research, Tokyo, Japan, 198–205.
2.
Broderick, L. L. (1984). “Riprap stability versus monochromatic and irregular waves.” MSc thesis, George Washington University, Washington, D.C.
3.
Lefebvre, G., Rohan, K., Ben Belfadhel, M., and Dascal, O. (1992). “Field performance and analysis of steep riprap.” J. Geotech. Engrg., ASCE, 118(9), 1421–1448.
4.
Shore protection manual, 4th Ed. (1984). U.S. Army Corps of Engrs., Coastal Engrg. Res. Ctr., Washington, D.C.
5.
Taylor, K. V. (1973). “Slope protection on earth and rockfill dams.” Trans., 11th Int. Congr. of Large Dams, Madrid, Spain, 111(Q.42, R.13), 215–235.
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Thompson, D. M, Shuttler, R. M. (1976). “Design of riprap slope protection against wind waves.” Constr. Industry Res. and Information Assoc. Rep. 61, Hydraulic Research Station, Wallingford, England.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 120Issue 3March 1994
Pages: 514 - 527

History

Received: Oct 6, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994

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Authors

Affiliations

Karol Rohan
Prof., Dept. of Civ. Engrg., Univ. de Sherbrooke, Sherbrooke, PQ, Canada, J1K 2R1
Mahrez Ben Belfadhel
Res. Asst., Dept. of Civ. Engrg., Univ. de Sherbrooke, Sherbrooke, PQ, Canada
Guy Lefebvre, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. de Sherbrooke, Sherbrooke, PQ, Canada
Oscar Dascal
Soil Engr., Hydro‐Québec, Div. Sécurité des barrages 680, rue Sherbrooke ouest, Montréal, PQ, Canada, H3A 2M7

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