Journal of Geotechnical and Geoenvironmental Engineering · 1998 · 150 citations · 13 references
EngineeringCompacted ClaysEarth ScienceGeotechnical EngineeringSoil PropertySoil DynamicsSoil CharacterizationGeoenvironmental EngineeringCompaction CurveSoil PropertiesHydraulic PropertySoil CompactionCompaction EnergyOptimum Water ContentHydrologyUnsaturated Soil MechanicsSoil ImprovementClay MineralWater ResourcesSoil ModelingEnvironmental EngineeringCivil EngineeringClaysEmpirical Method
An empirical method is presented for estimating the maximum dry unit weight (γdmax) and optimum water content (wopt) of clayey soils at any rational compactive effort E. The method employs linear relationships between γdmax and log E, and wopt and log E—both functions of the liquid limit—to extrapolate to different compactive energies, with two variations: one using the liquid limit and a single compaction curve, the other using only the liquid limit. The method is unbiased and robust, with the liquid‑limit‑plus‑curve variation achieving about ±1 % error in wopt and ±2 % in γdmax, while the liquid‑limit‑only variation yields about ±2 % error in wopt and ±6 % in γdmax.
An empirical method is described for estimating maximum dry unit weight (γdmax) and optimum water content (wopt) of clayey soils at any rational compactive effort E. One variation of the method uses the liquid limit (LL) and one compaction curve, whereas the other uses only the LL. Linear relationships between γdmax and the logarithm of compaction energy (log E), and wopt and log E, both of which are a function of the LL, are used to extrapolate to different compactive energies. Data for 22 clayey soils were used to develop the method, and data for five additional soils were used for validation. Both variations of the method are unbiased and robust. The variation employing the LL and one compaction curve is slightly more precise, with typical errors of about ±1% for wopt and ±2% on γdmax. For the variation employing only the LL, typical errors are about ±2% for wopt and ±6% on γdmax.
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Hydraulic Conductivity of Thirteen Compacted Clays
Craig H. Benson, John M. Trast · Clays and Clay Minerals · 1995 · 253 citations
Resilient Modulus of Cohesive Soils
Woojin Lee, N. C. Bohra, A. G. Altschaeffl et al. · Journal of Geotechnical and Geoenvironmental Engineering · 1997 · 106 citations