Copia De Trabajo Suelos.xlsx
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SUELO TIPO A N°
TAMIZ
DIAMETRO
N°
(mm)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" 1/4" N° 4 N° 8 N° 10 N° 16 N° 20 N° 30 N° 40 N° 50 N° 60 N° 80 N° 100 N° 200 CAZOLETA
76.200 50.800 38.100 25.400 19.050 12.700 9.525 6.350 4.760 3.760 2.000 1.750 0.840 0.590 0.426 0.297 0.250 0.215 0.149 0.074 0.000
PESO RETENIDO % PESO RETENIDO
145.68 150.46 234.34 240.36 225.52 260.76 228.56 265.40 180.54 240.36 280.36 254.52 235.48 245.42 276.38 235.46 168.48 236.38 165.54 164.68 145.32
3.18 3.29 5.12 5.25 4.92 5.69 4.99 5.79 3.94 5.25 6.12 5.56 5.14 5.36 6.03 5.14 3.68 5.16 3.61 3.60 3.17
4,580.00
100.00
% RETENIDO ACUMULADO
% QUE PASA
3.18 6.47 11.58 16.83 21.75 27.45 32.44 38.23 42.18 47.42 53.54 59.10 64.24 69.60 75.64 80.78 84.46 89.62 93.23 96.83 100.00
96.82 93.53 88.42 83.17 78.25 72.55 67.56 61.77 57.82 52.58 46.46 40.90 35.76 30.40 24.36 19.22 15.54 10.38 6.77 3.17 0.00
SUELO TIPO B N°
TAMIZ
DIAMETRO
N°
(mm)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" 1/4" N° 4 N° 8 N° 10 N° 16 N° 20 N° 30 N° 40 N° 50 N° 60 N° 80 N° 100 N° 200 CAZOLETA
76.200 50.800 38.100 25.400 19.050 12.700 9.525 6.350 4.760 3.760 2.000 1.750 0.840 0.590 0.426 0.297 0.250 0.215 0.149 0.074 0.000
PESO RETENIDO % PESO RETENIDO
160.45 135.36 120.28 110.16 116.30 89.26 108.36 152.48 190.55 110.28 125.38 100.60 120.82 102.68 140.56 130.42 98.48 115.36 105.38 130.34 136.50
6.17 5.21 4.63 4.24 4.47 3.43 4.17 5.86 7.33 4.24 4.82 3.87 4.65 3.95 5.41 5.02 3.79 4.44 4.05 5.01 5.25
2,600.00
100.00
% RETENIDO ACUMULADO
6.17 11.38 16.00 20.24 24.71 28.15 32.31 38.18 45.51 49.75 54.57 58.44 63.09 67.04 72.44 77.46 81.25 85.68 89.74 94.75 100.00
% QUE PASA
93.83 88.62 84.00 79.76 75.29 71.85 67.69 61.82 54.49 50.25 45.43 41.56 36.91 32.96 27.56 22.54 18.75 14.32 10.26 5.25 -
ESPECIFICACION
100
100
100.00
100 96.82 93.53
90.00
30
65
25
55
88.42 83.17
80.00
15
40
70.00
8
20
60.00
8 % QUE PASA
2
50.00
40.00
30.00
20.00
10.00
0.00 100.000
78.25
10.00
0.00 100.000 ESPECIFICACION
100
100
30
65
25
55
15
40
100
100.00 93.83 90.00
88.62 84.00
8
80.00
20
75.29
70.00
8
60.00
% QUE PASA
2
79.76
50.00
40.00
30.00
20.00
10.00
20.00
10.00
100.000
CURVA GRANULOMETRICA 100
93.53 88.42 83.17 78.25
72.55 67.56 65 61.77 57.82 55 52.58
46.46
40
40.90 35.76 30.40
30 25
24.36 20
19.22 15.54
15
10 8
10.000
1.000
TAMIZ (MILIMETRADO)
10 8
10.000
1.000
TAMIZ (MILIMETRADO)
CURVA GRANULOMETRICA 100
88.62 84.00 79.76 75.29 71.85 67.69 65 61.82
55 54.49 50.25 45.43 41.56 40 36.91 32.96 30 27.56 25 22.54 20 15
18.75
14.3
8
22.54 20 15
14.3
8
10.000
18.75
1.000
TAMIZ (MILIMETRADO)
RANULOMETRICA
Col umn G
RANGO SUPERIOR
RANGO INFERIOR
30.40
24.36 20
19.22 15.54 10.38
8
8
6.77
3.17 2
0.100
)
0.010
10.38 8
8
6.77
3.17 2
0.100
0.010
)
ANULOMETRICA
Col umn G
RANGO SUPERIOR
RANGO INFERIOR
32.96 27.56 22.54 20
18.75 14.32 10.26
8
8 5.25
22.54 20
18.75 14.32 10.26
8
8 5.25 2
0.100
0.010
0.010
0.010
010
100.00
100 96.82 93.53
90.00
80.00
70.00
% QUE PASA
60.00
50.00
40.00
30.00
20.00
10.00
0.00
88.42
10.00
0.00 100.000
0.00
0.00
0.00
0.00
CURVA GRANULOM 100 96.82 93.53 88.42 83.17 78.25
72.55 67.56 65 61.77
0.00
57.82 55 52.58
0.00 46.46
40
0.00
0.00
35.76 30.40
30 25
2
0.00
0.00
0.00
40.90
15
15
0.00
0.00 100.000
10.000
1.000
TAMIZ (MILIMETRADO)
CURVA GRANULOMETRICA
Col umn G
RANGO SUPERIOR
RANGO INFERIOR
90 35.76 30.40
24.36 20
19.22 15.54 10.38
8
6.77
8 3.17 2
15.54 10.38 8
8
6.77
3.17 2
1.000
TAMIZ (MILIMETRADO)
0.100
0.010
0.010
3"
CURVA DE DISTRIBUCION GRANULOMETRICA 100 90 80 70 60 50 40 30 20 10 0 100.00
10.00
1.00 DIAMETRO (mm)
0.10
MVMY-C-10-M Curva (Inferior Curva (Superio
mm)
0.10 MVMY-C-10-M-1(VIA OVALO DE LLANTAS) Curva (Inferior) Curva (Superior)
PORCENTAJE QUE PASA (%)
100
ANULOMETRICA
0.01
TAMIZ
DIAMETRO
N°
(mm)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" 1/4" N° 4 N° 8 N° 10 N° 16 N° 20 N° 30 N° 40 N° 50 N° 60 N° 80 N° 100 N° 200 CAZOLETA
76.200 50.800 38.100 25.400 19.050 12.700 9.525 6.350 4.760 3.760 2.000 1.750 0.840 0.590 0.426 0.297 0.250 0.215 0.149 0.074 0.000
PESO RETENIDO % PESO RETENIDO
145.68 150.46 234.34 240.36 225.52 260.76 228.56 265.40 180.54 240.36 280.36 254.52 235.48 245.42 276.38 235.46 168.48 236.38 165.54 164.68 145.32
3.18 3.29 5.12 5.25 4.92 5.69 4.99 5.79 3.94 5.25 6.12 5.56 5.14 5.36 6.03 5.14 3.68 5.16 3.61 3.60 3.17
4,580.00
100.00
% RETENIDO ACUMULADO
% QUE PASA
3.18 6.47 11.58 16.83 21.75 27.45 32.44 38.23 42.18 47.42 53.54 59.10 64.24 69.60 75.64 80.78 84.46 89.62 93.23 96.83 100.00
96.82 93.53 88.42 83.17 78.25 72.55 67.56 61.77 57.82 52.58 46.46 40.90 35.76 30.40 24.36 19.22 15.54 10.38 6.77 3.17 0.00
SUELO TIPO B N°
TAMIZ
DIAMETRO
N°
(mm)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
3" 2" 1 1/2" 1" 3/4" 1/2" 3/8" 1/4" N° 4 N° 8 N° 10 N° 16 N° 20 N° 30 N° 40 N° 50 N° 60 N° 80 N° 100 N° 200 CAZOLETA
76.200 50.800 38.100 25.400 19.050 12.700 9.525 6.350 4.760 3.760 2.000 1.750 0.840 0.590 0.426 0.297 0.250 0.215 0.149 0.074 0.000
PESO RETENIDO % PESO RETENIDO
160.45 135.36 120.28 110.16 116.30 89.26 108.36 152.48 190.55 110.28 125.38 100.60 120.82 102.68 140.56 130.42 98.48 115.36 105.38 130.34 136.50
6.17 5.21 4.63 4.24 4.47 3.43 4.17 5.86 7.33 4.24 4.82 3.87 4.65 3.95 5.41 5.02 3.79 4.44 4.05 5.01 5.25
2,600.00
100.00
% RETENIDO ACUMULADO
6.17 11.38 16.00 20.24 24.71 28.15 32.31 38.18 45.51 49.75 54.57 58.44 63.09 67.04 72.44 77.46 81.25 85.68 89.74 94.75 100.00
% QUE PASA
93.83 88.62 84.00 79.76 75.29 71.85 67.69 61.82 54.49 50.25 45.43 41.56 36.91 32.96 27.56 22.54 18.75 14.32 10.26 5.25 -
ESPECIFICACION
100
100
100.00
100 96.82 93.53
90.00
30
65
25
55
88.42 83.17
80.00
15
40
70.00
8
20
60.00
8 % QUE PASA
2
50.00
40.00
30.00
20.00
10.00
0.00 100.000
78.25
10.00
0.00 100.000 ESPECIFICACION
100
100
30
65
25
55
15
40
100
100.00 93.83 90.00
88.62 84.00
8
80.00
20
75.29
70.00
8
60.00
% QUE PASA
2
79.76
50.00
40.00
30.00
20.00
10.00
20.00
10.00
100.000
CURVA GRANULOMETRICA 100
93.53 88.42 83.17 78.25
72.55 67.56 65 61.77 57.82 55 52.58
46.46
40
40.90 35.76 30.40
30 25
24.36 20
19.22 15.54
15
10 8
10.000
1.000
TAMIZ (MILIMETRADO)
10 8
10.000
1.000
TAMIZ (MILIMETRADO)
CURVA GRANULOMETRICA 100
88.62 84.00 79.76 75.29 71.85 67.69 65 61.82
55 54.49 50.25 45.43 41.56 40 36.91 32.96 30 27.56 25 22.54 20 15
18.75
14.3
8
22.54 20 15
14.3
8
10.000
18.75
1.000
TAMIZ (MILIMETRADO)
RANULOMETRICA
Col umn G
RANGO SUPERIOR
RANGO INFERIOR
30.40
24.36 20
19.22 15.54 10.38
8
8
6.77
3.17 2
0.100
)
0.010
10.38 8
8
6.77
3.17 2
0.100
0.010
)
ANULOMETRICA
Col umn G
RANGO SUPERIOR
RANGO INFERIOR
32.96 27.56 22.54 20
18.75 14.32 10.26
8
8 5.25
22.54 20
18.75 14.32 10.26
8
8 5.25 2
0.100
0.010
0.010
0.010
010
100.00
100 96.82 93.53
90.00
80.00
70.00
% QUE PASA
60.00
50.00
40.00
30.00
20.00
10.00
0.00
88.42
10.00
0.00 100.000
0.00
0.00
0.00
0.00
CURVA GRANULOM 100 96.82 93.53 88.42 83.17 78.25
72.55 67.56 65 61.77
0.00
57.82 55 52.58
0.00 46.46
40
0.00
0.00
35.76 30.40
30 25
2
0.00
0.00
0.00
40.90
15
15
0.00
0.00 100.000
10.000
1.000
TAMIZ (MILIMETRADO)
CURVA GRANULOMETRICA
Col umn G
RANGO SUPERIOR
RANGO INFERIOR
90 35.76 30.40
24.36 20
19.22 15.54 10.38
8
6.77
8 3.17 2
15.54 10.38 8
8
6.77
3.17 2
1.000
TAMIZ (MILIMETRADO)
0.100
0.010
0.010
3"
CURVA DE DISTRIBUCION GRANULOMETRICA 100 90 80 70 60 50 40 30 20 10 0 100.00
10.00
1.00 DIAMETRO (mm)
0.10
MVMY-C-10-M Curva (Inferior Curva (Superio
mm)
0.10 MVMY-C-10-M-1(VIA OVALO DE LLANTAS) Curva (Inferior) Curva (Superior)
PORCENTAJE QUE PASA (%)
100
ANULOMETRICA
0.01
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