TECHNICAL PAPERS
May 1, 1988

Erosion Rate of Dispersive and Nondispersive Clays

Publication: Journal of Geotechnical Engineering
Volume 114, Issue 5

Abstract

Erosion rates of unsaturated compacted sodium and calcium montmorillonite clays are measured under a range of tractive shear stresses. The calcium montmorillonite is treated with additives calcium chloride and sodium carbonate to obtain samples with different chemical compositions. Samples are compacted at near the optimum water content and subjected to flowing water in the flume. The tractive stress is determined by measuring the velocity distribution of the flow and using the Prandtl‐von Karman equation. The tractive stress ranges from 1.67–12.9 Pa. The erosion rate of calcium montmorillonite (a nondispersive clay) is two orders of magnitude higher than that of sodium montmorillonite (a dispersive clay). When calcium montmorillonite is treated with 0.88% by dry weight sodium carbonate, the erosion rate is reduced to the same order as sodium montmorillonite. Empirical equations are developed to estimate the erosion rate of compacted unsaturated montmorillonite clay as a function of the sodium adsorption ratio and tractive stress.

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References

1.
Chow, V. T. (1959). Open‐channel hydraulics. McGraw‐Hill, New York, N.Y., 168 and 200.
2.
Sargunam, A. (1977). “Concept of critical shear stress in relation to characterization of dispersive clays.” Dispersive clays, related piping, and erosion in geotechnical projects, ASTM STP623, J. L. Sherard and R. S. Decker, eds., Amer. Soc. for Testing and Materials, 390–397.
3.
Shaikh, A. (1986). “Surface erosion of compacted clays,” thesis presented to Colorado State University, at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Sherard, J. L. (1975). Discussion of “Pore and eroding fluid influences on surface erosion of soils,” by K. Arulanandan, P. Loganathan, and R. B. Krone. J. Geotech. Engrg. Div., ASCE, 101(GT12), 1299–1300.
5.
Sherard, J. L. (1986). “Hydraulic fracturing in embankment dams.” J. Geotech. Engrg., ASCE, 112(10), 905–927.
6.
Sherard, J. L., Decker, R. S., and Ryker, N. L. (1972). “Piping in earth dams of dispersive clays.” Proceedings of the Specialty Conference on the Performance of Earth and Earth‐Supported Structures, ASCE, Vol. 1, Purdue University, Lafayette, Ind., 589–626.
7.
Sherard, J. L., Dunnigan, L. P., and Decker, R. S. (1976). “Identification and nature of dispersive soils.” J. Geotech. Engrg. Div., ASCE, 102(GT4), 287–301.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 5May 1988
Pages: 589 - 600

History

Published online: May 1, 1988
Published in print: May 1988

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Alaeddin Shaikh
Res. Assoc., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
James F. Ruff
Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Wayne A. Charlie
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Steven R. Abt, Members, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523

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