Curva Granulometrica
9
Tamiz 3" 76.2 2" 50.8 1 1/2" 38.1 1" 25.4 3/4" 19 1/2" 12.7 3/8" 9.53 1/4" 6.35 #4 4.76 #8 2.3 #16 1.18 #30 0.59 #50 0.3 #100 0.15 #200 0.07 Bandeja 0 Lavado Total ∑ Diametro (mm)
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curva granulometrica
Transcript of Curva Granulometrica
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
∑ 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=𝑫_𝟔𝟎/𝑫_𝟏𝟎 =(𝟓𝟎.𝟗𝟎𝟓)/(𝟎.𝟑𝟕𝟏)=137.210
Cc=((〖𝑫 _𝟑𝟎)〗^𝟐)/(〖 (𝑫〗 _𝟏𝟎)𝒙〖 (𝑫〗 _𝟔𝟎))=((𝟔.𝟏𝟑𝟑)^𝟐)/((𝟎.𝟑𝟕𝟏)𝒙(𝟓𝟎.𝟗𝟎𝟓))=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
DIÁMETRO (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
DIÁMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
CLASIFICACIONCoeficiente de Uniformidad Bien graduados
Cu>4 -61<Cc<3
Coeficiente de Curvatura
Cu=𝑫_𝟔𝟎/𝑫_𝟏𝟎 =(𝟓𝟎.𝟗𝟎𝟓)/(𝟎.𝟑𝟕𝟏)=137.210
Cc=((〖𝑫 _𝟑𝟎)〗^𝟐)/(〖 (𝑫〗 _𝟏𝟎)𝒙〖 (𝑫〗 _𝟔𝟎))=((𝟔.𝟏𝟑𝟑)^𝟐)/((𝟎.𝟑𝟕𝟏)𝒙(𝟓𝟎.𝟗𝟎𝟓))=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
DIÁMETRO (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
DIÁMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
CLASIFICACION Sistemas de Clasificacion de suelosBien graduados Sistema Unnificado de Clasificacion de Suelos
Sistema de Cñlñasificacion 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
DIÁMETRO (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
DIÁMETRO (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
DIÁMETRO (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
DIÁMETRO (mm)
PORC
ENTA
JE Q
UE
PASA
