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Granulometric properties of cement stabilized sands
Triaxial compression tests performed on compacted sand-portland cement mixtures of variety of fine and medium sands after 7 days of curing; suitable relationships were found to exist between measured cohesive strengths, and volumetric proportion of sand voids filled with portland cement and relative surface area of sands; 3-dimensional graphical model is included whereby cohesive strengths developed by tested mixtures can be predicted from volumetric cement-to-voids ratio and relative surface area of sands.
Granulometric properties of cement stabilized sands
Triaxial compression tests performed on compacted sand-portland cement mixtures of variety of fine and medium sands after 7 days of curing; suitable relationships were found to exist between measured cohesive strengths, and volumetric proportion of sand voids filled with portland cement and relative surface area of sands; 3-dimensional graphical model is included whereby cohesive strengths developed by tested mixtures can be predicted from volumetric cement-to-voids ratio and relative surface area of sands.
Granulometric properties of cement stabilized sands
ASCE -- Proc (J Soil Mechanics Foundations Div)
Hutchinson, B.G. (author)
1963
8 pages
Article (Journal)
English
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