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GRADING AND PLASTICITY
SOIL CLASSIFICATION SYSTEMS
8 other sections not shown
A-line AASHTO angle of shearing Atterberg limits calculated Casagrande CBR values clay minerals clayey gravel clayey sand coefficient cohesion compression index Conference on Soil correlations earth pressure effective stresses elastic equation Expansive Soils factors fine-grained soils finer Foundation Engineering frost susceptibility Geotechnical Engineering given in Table granular soils high plasticity Holtz laboratory limit tests liquid limit liquidity index load material maximum dry density Mechanics and Foundation medium normally consolidated obtained optimum moisture content overburden pressure particles permeability plastic limit plasticity chart plasticity index plots Poorly graded pore pressure pore water pressures rammer method relationship relative density remoulded sands and gravels saturated clays secondary compression sensitive clays settlement shearing resistance shrinkage limit silt silty clay Skempton soil classification systems soil groups Soil Mechanics soil skeleton specimen standard penetration test swelling potential swelling pressure Terzaghi and Peck typical values undisturbed undrained shear strength Unified system voids ratio volume change Well-graded