
Environmetal Soil Properties and Behaviour
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to rely on a determinis- tic analysis of the combined unsaturated flow phenomenon. Because bacteria in the soil utilize oxidation-reduction reactions as a means to extract the energy required for growth, they essentially function as catalysts for reactions involving molecular oxygen and soil organic 20 40 60 80 100 10 12 14 16 18 20 22 24 Matric Suction, kPa Vo lu m et ric W at er C on te nt \u3b8 , P er ce nt Pressure, initially saturated Suction, initially saturated Suction, initially unsaturated Pressure, initially unsaturated FIguRE 3.25 Soil\u2013water characteristic curves for a fine silt\u2014showing differences in characteristic values depending on whether the samples are initially saturated or initially unsaturated, and also dependent on whether the Haines-type (suction) method or the pressure method is used. 131Soil\u2013Water Systems matter and organic chemicals. Electron transfer in a redox reaction is generally accompanied by proton transfer. Microorganisms play a significant role in catalyzing redox reactions. Their utilization of redox reactions as a means of extraction of the energy required for growth serves as a catalyst for reactions involving molecular oxygen and organic matter (and organic chemicals) in the clays. References Alammawi, A.M., 1988, Some aspects of hydration and interaction energies of mont- morillnite clay, Ph.D. thesis, McGill University, Montreal, Canada. Albrigh, J.N., 1972, X-ray diffraction studies of alkaline earth chloride solutions, J. Chem. Phys., 56, 3783\u20133786. Bolt, G.H. 1956, Physico-chemical analysis of compressibility of pure clays, Geotechnique, 6:86-93. Brønsted, J., 1923, Some remarks on the concept of acids and bases, Recueil des Travaux Chimiques des Pays-Bas, 42:718\u2013728. Buckingham, E., 1907, Studies on the movement of soil moisture, U.S. Dept. Agric. Bur. 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Electrochem., 30:508\u2013514 van Olphen, H., 1963, An introduction to clay colloid chemistry, Interscience. New York, N.Y, 301p. van Olphen, H., 1977, An introduction to clay colloid chemistry, 2nd edition, Wiley, New York. Yong, R.N., and Mohamed, A.M.O., 1992. A study of particle interaction energies in wetting of unsaturated expansive clays, Can. Geotech.J. 29:1060\u20131020. Yong, R.N., and Warkentin, B.P., 1959, A physico-chemical analysis of high swelling clays subject to loading, Proc. 1st. Pan Amer. Conf. on Soil Mech. Found. Engr., 2:867\u2013888. Yong, R.N., and Warkentin, B.P., 1975, Soil Properties and Behaviour, Elsevier Scientific Publishing Co., Amsterdam, 449 pp. Yong, R.N., Sethi, A.J., Ludwig, H.P., and Jorgensen, M.A., 1979, Interparticle action and rheology of dispersive clays, J. Geotech. Engineering Division, GT10, pp. 1193\u20131209. Yong, R.N., 2001, Geoenvironmental Engineering: Contaminated Soils, Pollutant Fate and Mitigation, CRC Press, Boca Raton, FL, 307 pp. Yong, R.N., Pusch, R., and Nakano, M., 2010, Containment of High-Level Radioactive and Hazardous Solid Wastes with Clay Barriers, Spon Press, Taylor & Francis, London, 468 pp. Zou, Y., 2007, A hysteresis model for the soil-water characteristic curves of simple granular soils, Soils and Foundation, 47:337\u2013348. 133 4 Swelling Clays 4.1 Introduction Clays generally undergo changes in volume with corresponding changes in their water contents. When they are dried, shrinkage and cracking occur, and if they are rewetted after drying, swelling occurs. The amount of swell- ing after rewetting in the presence of available free water depends primarily on the type of clay minerals in the clay. Clays containing montmorillonite show an almost reversible swelling and shrinking on rewetting and redry- ing, whereas clays containing kaolinite or illite show an initial large volume decrease on drying with only limited swelling on rewetting. Table 4.1 shows the average particle size and swelling capability of these minerals. The for- mer (high volume change) clays are often referred to as high swelling clays and the latter (limited swelling on rewetting) are generally identified as low