tabulacion de datos-suelos

1
TAMIZ ABERTURA(mm ) Peso Retenido (g) % Peso Retenido % Retenido Acumulado % Pasante 3" 76.2 31 1.40 1.40 98.60 2" 50.8 56 2.52 3.92 96.08 1" 25.4 73 3.29 7.21 92.79 3/4" 19.05 89 4.01 11.22 88.78 1/2" 12.7 139 6.26 17.49 82.51 3/8" 9.53 210 9.46 26.95 73.05 #4 4.75 286 12.89 39.84 60.16 #10 2 367 16.54 56.38 43.62 #50 0.3 410 18.48 74.85 25.15 #100 0.15 290 13.07 87.92 12.08 #200 0.075 176 7.93 95.85 4.15 PLATO 0 92 4.15 100 0 Total 2219 100 Cu = D 60 / D 30 Cc = (D 30 ) 2 / TABULA CION DE DATOS D10 0.7 D30 0.52 D60 4.72 Cu 6.74 Cc 0.08

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mecanica de suelos 1, ingenieria civil

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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