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Shear strength and consolidation characteristics of calcium and magnesium illite
Effect of variations in pore water electrolyte concentration on engineering properties of homoionic Ca- and Mg-illite; pore water electrolyte concentrations ranged from 1 N down to 10-4 N; engineering tests included Atterberg limits, one-dimensional consolidation tests, and effective stress triaxial tests; electrolyte concentration has small effect on Atterberg limits; for virgin consolidation soil seemed strongest at about same range in electrolyte concentrations but effect was not large.
Shear strength and consolidation characteristics of calcium and magnesium illite
Effect of variations in pore water electrolyte concentration on engineering properties of homoionic Ca- and Mg-illite; pore water electrolyte concentrations ranged from 1 N down to 10-4 N; engineering tests included Atterberg limits, one-dimensional consolidation tests, and effective stress triaxial tests; electrolyte concentration has small effect on Atterberg limits; for virgin consolidation soil seemed strongest at about same range in electrolyte concentrations but effect was not large.
Shear strength and consolidation characteristics of calcium and magnesium illite
Clays Clay Minerals Nat Conference -- Proc
Olson, R.E. (Autor:in) / Mitronovas, F. (Autor:in)
1960
25 pages
Aufsatz (Zeitschrift)
Englisch
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