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Strength and Stiffness of Coarse Granular Soils
Abstract A methodology for estimating the shear strength parameters of coarse granular material by means of conventional testing equipment, avoiding the oversized particles and using the finer part of the original soil, is investigated. The procedure uses soil samples with a parallel gradation and a maximum particle size compatible with the available testing facilities. Experimental results obtained for five different coarse granular materials are presented, showing the feasibility of the application of this method.
Strength and Stiffness of Coarse Granular Soils
Abstract A methodology for estimating the shear strength parameters of coarse granular material by means of conventional testing equipment, avoiding the oversized particles and using the finer part of the original soil, is investigated. The procedure uses soil samples with a parallel gradation and a maximum particle size compatible with the available testing facilities. Experimental results obtained for five different coarse granular materials are presented, showing the feasibility of the application of this method.
Strength and Stiffness of Coarse Granular Soils
Verdugo, Ramon (author) / Hoz, Karem (author)
2007-01-01
10 pages
Article/Chapter (Book)
Electronic Resource
English
Internal Friction , Grain Size Distribution , Peak Strength , Confine Pressure , Original Soil Physics , Soft and Granular Matter, Complex Fluids and Microfluidics , Continuum Mechanics and Mechanics of Materials , Building Materials , Geoengineering, Foundations, Hydraulics , Numerical and Computational Physics
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