tabulacion de datos-suelos
DESCRIPTION
mecanica de suelos 1, ingenieria civilTRANSCRIPT
TAMIZ ABERTURA(mm)Peso Retenido (g)% Peso Retenido% Retenido Acumulado% Pasante
3"76.2311.401.4098.60
2"50.8562.523.9296.08
1"25.4733.297.2192.79
3/4"19.05894.0111.2288.78
1/2"12.71396.2617.4982.51
3/8"9.532109.4626.9573.05
#44.7528612.8939.8460.16
#10236716.5456.3843.62
#500.341018.4874.8525.15
#1000.1529013.0787.9212.08
#2000.0751767.9395.854.15
PLATO0924.151000
Total2219100
TABULACION DE DATOS
D100.7
D300.52
D604.72
Cu = D60 / D30Cc = (D30)2 / (D60*D10)
Cu6.74
Cc0.08