Geotechnical Testing Journal · 1987 · 71 citations · 8 references
EngineeringMaterials EngineeringMaterials ScienceMaterials CharacterizationSoil MechanicsSoil PhysicsClay MineralogyClay MineralsExpansive SoilsVolume MeasurementWater ContentClay Swelling BehaviorClaysFree Swell IndexLiquid LimitOedometer TestingSwellingSwelling ClaysSwelling Potential
Abstract Free swell tests are commonly used for identifying expansive clays and to predict the swelling potential. The method as proposed by Holtz and Gibbs suffers from inaccuracies in volume measurement of dry powder in air. In this paper, a nondimensional modified free swell index is proposed, which removes the uncertainties present in the Holtz and Gibbs method. The modified free swell index is shown to bear unique correlations with liquid limit (volume basis) and percent swell of oedometer specimens compacted to proctor optimum conditions.
8
The swelling of montmorillonite
K. Norrish · Discussions of the Faraday Society · 1954 · 1.2K citations
Foundations on Expansive Soils
D. E. McCormack · Soil Science Society of America Journal · 1976 · 158 citations
Gerald J. Gromko · Journal of the Geotechnical Engineering Division · 1974 · 127 citations