Granulometria de Agregados
Universidad Centr Ciudad Un Panam EN P ESTRATO 1 (E-1) SUELO FINO Peso gr. 76.200 50.800 38.100 25.400 19.050 12.700
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Universidad
Centr Ciudad Un Panam
EN
P ESTRATO 1 (E-1) SUELO FINO Peso gr. 76.200 50.800 38.100 25.400 19.050 12.700 9.525 4.750 2.000 0.850 0.425 0.250 0.150 0.075
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" No 4 No 10 No 20 No 40 No 60 No 100 No 200 Fondo Total:
% Retenido
0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.88 10.74 47.83 62.22 58.50 84.85 119.84 164.14 550.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34 1.95 8.70 11.31 10.64 15.43 21.79 29.84
Acumulado
% Pasante
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34 2.29 10.99 22.30 32.94 48.37 70.16 100.00
100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.66 97.71 89.01 77.70 67.06 51.63 29.84 0.00
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 9.525
% Pasante
CURVA GRANULOMETRICA DEL SUELO FINO
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
9.525
% Pa
40.00 30.00 20.00 10.00 0.00
FACULTAD DE INGENIERIA CIVIL Centro de Producción " Laboratorio de Mecánica de Suelos " Ciudad Universitaria Telefáx 034-225924 Panamericana Sur Km. 305 Telf. 218928 ICA-PERU
ENSAYO GRANULOMÉTRICO PRIMERA EXPLORACIÓN ESTRATO 2 (E-2) SUELO FINO Peso gr. 76.200 50.800 38.100 25.400 19.050 12.700 9.525 4.750 2.000 0.850 0.425 0.250 0.150 0.075
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" No 4 No 10 No 20 No 40 No 60 No 100 No 200 Fondo Total:
% Retenido
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.61 11.91 47.03 58.82 48.64 63.22 147.70 172.07 550.00
Acumulado
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 2.17 8.55 10.69 8.84 11.49 26.85 31.29
% Pasante
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 2.28 10.83 21.52 30.37 41.86 68.71 100.00
100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.89 97.72 89.17 78.48 69.63 58.14 31.29 0.00
Tamices
0.150
0.250
0.425
0.850
2.000
4.750
100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 9.525
% Pasante
CURVA GRANULOMETRICA DEL SUELO FINO
0.075
0.150
Universidad Nacional " San Luis Gonzaga " de Ica
Tamices
0.150
0.250
0.425
0.850
2.000
4.750
9.525
0.075
0.150
% Pa
40.00 30.00 20.00 10.00 0.00
aga " de Ica
uelos " 34-225924 A-PERU
CO
ESTRATO 3 (E-3) SUELO GRUESO Peso gr. 76.200 50.800 38.100 25.400 19.050 12.700 9.525 4.750 2.000 0.850 0.425 0.250 0.150 0.075
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" No 4 No 10 No 20 No 40 No 60 No 100 No 200 Fondo Total:
% Retenido
0.00 459.92 331.63 460.16 149.67 99.85 39.25 114.99 230.62 273.84 214.42 101.04 171.83 242.00 110.78 3000.00
Acumulado
0.00 15.33 11.05 15.34 4.99 3.33 1.31 3.83 7.69 9.13 7.15 3.37 5.73 8.07 3.69
% Pasante
0.00 15.33 26.39 41.72 46.71 50.04 51.35 55.18 62.87 72.00 79.15 82.51 88.24 96.31 100.00
100.00 84.67 73.62 58.28 53.29 49.96 48.65 44.82 37.13 28.00 20.86 17.49 11.76 3.69 0.00
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
9.525
12.700
19.050
25.400
38.100
50.800
76.200
0.150
%Pasante
CURVA GRANULOMETRICA SUELO GRUESO
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
9.525
12.700
19.050
25.400
38.100
50.800
76.200
0.150
%Pasa
0.075
0.150
0.250
0.075
0.150
0.250
Universidad Nacional " San Luis G
FACULTAD DE INGENIERIA
Centro de Producción " Laboratorio de Mecán Ciudad Universitaria T Panamericana Sur Km. 305 Telf. 218
ENSAYO GRANULOMÉ
SEGUNDA EXPLORA ESTRATO 1 (E-1) SUELO FINO Peso gr. 76.200 50.800 38.100 25.400 19.050 12.700 9.525 4.750 2.000 0.850 0.425 0.250 0.150 0.075
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" No 4 No 10 No 20 No 40 No 60 No 100 No 200 Fondo Total:
% Retenido
0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.06 31.50 53.69 47.75 37.42 62.68 148.53 101.37 500.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.41 6.30 10.74 9.55 7.48 12.54 29.71 20.27
Acumulado
% Pasante
0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.41 9.71 20.45 30.00 37.48 50.02 79.73 100.00
100.00 100.00 100.00 100.00 100.00 100.00 100.00 96.59 90.29 79.55 70.00 62.52 49.98 20.27 0.00
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 9.525
% Pasante
CURVA GRANULOMETRICA DEL SUELO FINO
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
9.525
20.00 10.00 0.00
cional " San Luis Gonzaga " de Ica
ULTAD DE INGENIERIA CIVIL
ducción " Laboratorio de Mecánica de Suelos " a Telefáx 034-225924 Sur Km. 305 Telf. 218928 ICA-PERU
YO GRANULOMÉTRICO ESTRATO 2 (E-2) SUELO GRUESO Peso gr. 76.200 50.800 38.100 25.400 19.050 12.700 9.525 4.750 2.000 0.850 0.425 0.250 0.150 0.075
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" No 4 No 10 No 20 No 40 No 60 No 100 No 200 Fondo Total:
% Retenido
0.00 457.89 347.12 512.28 127.27 52.79 32.29 61.29 142.10 276.24 192.44 96.66 202.72 337.55 161.36 3000.00
Acumulado
0.00 15.26 11.57 17.08 4.24 1.76 1.08 2.04 4.74 9.21 6.41 3.22 6.76 11.25 5.38
% Pasante
0.00 15.26 26.83 43.91 48.15 49.91 50.99 53.03 57.77 66.98 73.39 76.61 83.37 94.62 100.00
100.00 84.74 73.17 56.09 51.85 50.09 49.01 46.97 42.23 33.02 26.61 23.39 16.63 5.38 0.00
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
9.525
12.700
19.050
25.400
38.100
50.800
100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 76.200
%Pasante
CURVA GRANULOMETRICA SUELO GRUESO
0.075
0.150
UNDA EXPLORACIÓN
Tamices
0.075
0.150
0.250
0.425
0.850
2.000
4.750
9.525
12.700
19.050
25.400
38.100
50.800
76.200
0.075
0.150
20.00 10.00 0.00
0.075
0.150
0.250
0.075
0.150
0.250