Post on 02-Feb-2016
description
Tamiz
3" 76.2 1829.52" 50.8 1978.5
1 1/2" 38.1 1055.51" 25.4 437
3/4" 19 320.51/2" 12.7 4323/8" 9.53 235.51/4" 6.35 333#4 4.76 200.5#8 2.3 530.5
#16 1.18 478.5#30 0.59 393.5#50 0.3 424.5
#100 0.15 406#200 0.07 168
Bandeja 0 10Lavado 260.5
โ Total 9493.5
Diametro (mm)
Peso Retenido
% Que Pasa
19.27 19.27 80.73 Coeficiente de Uniformidad20.84 40.11 59.8911.12 51.23 48.774.60 55.83 44.173.38 59.21 40.794.55 63.76 36.242.48 66.24 33.763.51 69.75 30.252.11 71.86 28.14 Coeficiente de Curvatura5.59 77.45 22.555.04 82.49 17.514.14 86.63 13.374.47 91.10 8.904.28 95.38 4.621.77 97.15 2.850.11 97.25 2.752.74 100.00 0.00
% Peso Retenido
% Peso Retenido Acumulado
Cu=๐ซ_๐๐/๐ซ_๐๐ =(๐๐.๐๐๐)/(๐.๐๐๐)=137.210
Cc=((ใ๐ซ _๐๐)ใ^๐)/(ใ (๐ซใ _๐๐)๐ใ (๐ซใ _๐๐))=((๐.๐๐๐)^๐)/((๐.๐๐๐)๐(๐๐.๐๐๐))=1.992
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
CLASIFICACIONCoeficiente de Uniformidad Bien graduados
Cu>4 -61<Cc<3
Coeficiente de Curvatura
Cu=๐ซ_๐๐/๐ซ_๐๐ =(๐๐.๐๐๐)/(๐.๐๐๐)=137.210
Cc=((ใ๐ซ _๐๐)ใ^๐)/(ใ (๐ซใ _๐๐)๐ใ (๐ซใ _๐๐))=((๐.๐๐๐)^๐)/((๐.๐๐๐)๐(๐๐.๐๐๐))=1.992
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
CLASIFICACION Sistemas de Clasificacion de suelosBien graduados Sistema Unnificado de Clasificacion de Suelos
Sistema de Cรฑlรฑasificacion AASHTO
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
0.010.11101000 %
10 %
20 %
30 %
40 %
50 %
60 %
70 %
80 %
90 %
100 %
1; 80.73
2; 59.89
3; 48.77
4; 44.17
5; 40.79
6; 36.24
7; 33.76
8; 30.25
9; 28.14
10; 22.55
11; 17.51
12; 13.37
13; 8.90
14; 4.62
15; 2.85
CURVATURA GRANULOMETRICA
DIรMETRO (mm)
PORC
ENTA
JE Q
UE
PASA