%0 Journal Article
%T Desempeˋo de un material granular estabilizado con cemento cuando se aplica carga a compresi車n
%J -
%D 2019
%R https://doi.org/10.14483/22487638.14640
%X Resumen (es_ES) Contexto: Esta investigaci車n eval迆a la resistencia a la compresi車n de un material granular mezclado compuesto por arcilla y arena, con el objetivo de optimizar su diseˋo. M谷todolog赤a: Los factores estudiados fueron el contenido de cemento, la humedad, los golpes de compactaci車n y la relaci車n arcilla/arena. Adem芍s, se realiz車 un diseˋo experimental inical de 24. Resultados: Los resultados permitieron identificar que el factor significativo es el contenido de cemento. Por otro lado, se explor車 para la optimizaci車n un diseˋo de un solo factor con tres niveles (175; 200; y 225 Kg/m3) y dos r谷plicas. Conclusiones: El diseˋo experimental permiti車 identificar el valor 車ptimo del factor contenido de cemento en la frontera de la regi車n de experimentaci車n seleccionada (150 Kg/m3). Resumen (en_US) Context: This research evaluates the compressive strength of a mixed granular material composed of clay and sand, in order to optimize its design. Methodology: The factors studied were the cement content, the humidity, the compaction blows, and the clay/sand ratio. Additionally, an initial experimental design of 24 was performed. Results: The results allowed to identify that the significant factor is the cement content. On the other hand, a single-factor design with three levels (175; 200; and 225 Kg/m3) and two replicas was explored for optimization. Conclusions: The experimental design allowed to identify the optimal value of the cement content factor in the border of the selected experimental region (150 Kg/m3). Keywords: Sub base, stabilization, cement floor, ANOVA
%K Sub base
%K stabilization
%K cement floor
%K ANOVA Sub base
%K estabilizaci車n
%K suelo cemento
%K ANOVA.
%U https://revistas.udistrital.edu.co/index.php/Tecnura/article/view/14640