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Shear Strength of Montmorillonite and Kaolinite Related to Interparticle Forces

Published online by Cambridge University Press:  01 January 2024

B. P. Warkentin  and
R. N. Yong
B. P. Warkentin
Affiliation:
McGill University, Montreal, Canada
R. N. Yong
Affiliation:
McGill University, Montreal, Canada Department of Agricultural Physics, Macdonald College and Department of Civil Engineering, Canada
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Abstract

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Shear strength of saturated, remolded clay mineral samples was measured in an attempt to relate strength to forces acting between clay particles. The fine fractions of the clays, purified when necessary, were consolidated to different void ratios and subjected to quick, translatory shear in a direct shear device. Relative values for shear strength were obtained in this way. Interparticle forces in the clays were altered and the effect on shear strength was observed.

For a high-swelling, Na-saturated montmorillonite, strength at constant void ratio decreased with increasing salt concentration. To explain the decrease in strength with decrease in force of repulsion between particles a model is suggested where strength results from the force of repulsion resisting displacement of particles in the shear plane. Addition of small amounts of dispersing and of soil-conditioning chemicals had little effect on shear strength.

Calcium montmorillonite had a lower strength than sodium montmorillonite when compared at the same void ratios. This is related to the lower surface area of interaction and lower repulsion found with divalent ions.

Water content at the liquid limit showed the same dependence upon interparticle forces in the montmorillonite clays as did shear strength.

In kaolinite, interparticle forces of attraction result in a structure or particle arrangement which has the major influence on shear strength. A clay at low pH which was flocculated in a network, edge-to-face structure owing to presence of positive edge-charge had higher strength than a dispersed clay, but a clay flocculated by electrolyte which produced a lamellar, face-to-face structure had a lower strength.

Type
Symposium on the Engineering Aspects of the Physico-Chemical Properties of Clays
Information
Clays and Clay Minerals (National Conference on Clays and Clay Minerals) , Volume 9 , February 1960 , pp. 210 - 218
Copyright
Copyright © The Clay Minerals Society 1960

References

Aylmore, L. A. G. and Quirk, J. P. (1959) Swelling of clay-water systems: Nature, v. 183, pp. 1752–1753.CrossRefGoogle Scholar
Blackmore, A. V. and Warkentin, B. P. (1960) Swelling of calcium montmorillonite: Nature, v. 186, pp. 823–824.CrossRefGoogle Scholar
Lambe, T.W. (1951) Soil Testing for Engineers: John Wiley & Sons, New York, 165 pp.Google Scholar
Lambe, T. W. (1958) The engineering behavior of compacted clay: J. Soil Mech. Found. Div., Proc. Amer. Soc. Civil Engineers, v. 84, no. SM2, 35 pp.Google Scholar
Rosenqvist, I. Th. (1959) Physico-chemical properties of soils: Soil-water systems: J. Soil Mech. Found. Div., Proc. Amer. Soc. Civil Engineers, v. 85, no. SM2, pp. 31–35.CrossRefGoogle Scholar
Schofield, R. K. and Samson, H. R. (1955) Flocculation of kaolinite due to the attraction of oppositely charged crystal faces: Disc. Faraday Soc., no. 18, pp. 135–145.Google Scholar
Warkentin, B. P., Bolt, G. H. and Miller, R. D. (1957) Swelling pressure of montmorillonite: Soil Sci. Soc. Amer. Proc., v. 21, pp. 495–497.CrossRefGoogle Scholar