Relación Entre El Cbr Y El Módulo De Reacción De La Subrasante, K 6f3i3x
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RELACIÓN ENTRE EL CBR Y EL MÓDULO DE REACCIÓN DE LA SUBRASANTE, K
Fuente:
Portland Cement Association. Concrete pavement design. 1951.
Para CBR < 10%,
K(Kg/cm3) = 0.25+5.15*Log(CBR%),
Para CBR ≥ 10%,
K(Kg/cm3) = 4.51+0.89[Log(CBR%)]4.34, K(MPa/m) = 46+9.08[Log(CBR%)]4.34
Ing: Carlos Hernando Higuera Sandoval MSc.
K(Lb/pulg3) = 36.05* K(Kg/cm3) , K(Kg/cm3) = 0.02768*(Lb/pulg3)
RELACIÓN ENTRE EL CBR Y EL MÓDULO DE REACCIÓN DE LA SUBRASANTE, K
Fuente:
Portland Cement Association. Concrete pavement design. 1951.
Para CBR < 10%,
K(Kg/cm3) = 0.25+5.15*Log(CBR%),
Para CBR ≥ 10%,
K(Kg/cm3) = 4.51+0.89[Log(CBR%)]4.34, K(MPa/m) = 46+9.08[Log(CBR%)]4.34
Ing: Carlos Hernando Higuera Sandoval MSc.
K(Lb/pulg3) = 36.05* K(Kg/cm3) , K(Kg/cm3) = 0.02768*(Lb/pulg3)
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