Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strength of Cemented Hydraulic Sandfill Modified by Flocculants
The strength characteristics of hydraulic sandfill modified by varying quantities of type III portland cement and two flocculants have been investigated. Three different sand-cement ratios were examined using different percentages of flocculant. Two other experimental variables were curing time and percent solids by weight for hydraulic mixture. Results of unconfined compression tests with strain are discussed. Maximum strength was achieved with 0.5 percent by weight of ferric sulfate per ton of solids when the slurry mixture was 75-percent solids by weight. The bearing capacity of hydraulic sandfill is reduced by increasing the water content and decreasing the amount of cement mixed with sandfill.
Strength of Cemented Hydraulic Sandfill Modified by Flocculants
The strength characteristics of hydraulic sandfill modified by varying quantities of type III portland cement and two flocculants have been investigated. Three different sand-cement ratios were examined using different percentages of flocculant. Two other experimental variables were curing time and percent solids by weight for hydraulic mixture. Results of unconfined compression tests with strain are discussed. Maximum strength was achieved with 0.5 percent by weight of ferric sulfate per ton of solids when the slurry mixture was 75-percent solids by weight. The bearing capacity of hydraulic sandfill is reduced by increasing the water content and decreasing the amount of cement mixed with sandfill.
Strength of Cemented Hydraulic Sandfill Modified by Flocculants
L. M. McNay (Autor:in) / J. R. M. Hill (Autor:in)
1976
19 pages
Report
Keine Angabe
Englisch
Strength of cemented hydraulic sandfill modified by flocculants
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