Granulometria Para Tesis
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No TAMIZ DIAMETRO(mm) MASA DE SUELO RETENIDA(g) 3" 76.2 0 2" 50.8 0 1 1/2" 38.1 151 1" 25.4 399.9 3/4 19.05 245.7 3/8 9.5 860 No 4 4.75 720.3 No 10 2 605.1 No 20 0.84 323.3 No 40 0.42 138.5 No 60 0.25 69.7 No 140 0.105 112.3 No 200 0.075 18.3 FONDO 6 MASA TOTAL 3650.1 WI=3886Kg Perdidas Lavado 235.9 1 10 100 0.00% 10.00% 20.00% 30.00% 40.00% 50.00% 60.00% 70.00% 80.00% 90.00% 100.00% CURVA GRANULOMETRICA
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Descripción granulometrica de los agregados
Transcript of Granulometria Para Tesis
No TAMIZ DIAMETRO(mm) MASA DE SUELO RETENIDA(g) PORCENTAJE RETENIDO(%)3" 76.2 0 0.00%2" 50.8 0 0.00%
1 1/2" 38.1 151 4.14%1" 25.4 399.9 10.96%
3/4 19.05 245.7 6.73% 3/8 9.5 860 23.56%No 4 4.75 720.3 19.73%
No 10 2 605.1 16.58%No 20 0.84 323.3 8.86%No 40 0.42 138.5 3.79%No 60 0.25 69.7 1.91%
No 140 0.105 112.3 3.08%No 200 0.075 18.3 0.50%FONDO 6 0.16%
MASA TOTAL 3650.1 100.00%WI=3886Kg Perdidas Lavado 235.9
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
CURVA GRANULOMETRICA AFIRMADO
PORCENTAJE QUE PASA(%)100.00%100.00%
95.86%84.91%78.18%54.61% %gravas= 95.86%34.88% %arenas= 3.74%18.30% %finos= 0.16%
9.45% 99.76%5.65%3.74% %pasa(0,075)= 0.9983562094 99.8356209 99.84%0.67%0.16%0.00%
Cu= 11.3095238095Cc= 0.59553884712
D10= 0.84D30= 2.18D60= 9.5
0.010.11101000.00%
10.00%
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70.00%
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100.00%
CURVA GRANULOMETRICA AFIRMADO
No TAMIZ DIAMETRO(mm) MASA DE SUELO RETENIDA(g) PORCENTAJE RETENIDO(%)3" 76.2 0 0.00%2" 50.8 0 0.00%
1 1/2" 38.1 0 0.00%1" 25.4 600.5 13.18%
3/4 19.05 367.9 8.08% 3/8 9.5 1050.9 23.07%No 4 4.75 758.6 16.65%
No 10 2 706.2 15.50%No 20 0.84 376.4 8.26%No 40 0.42 485 10.65%No 60 0.25 32.7 0.72%
No 140 0.105 154.3 3.39%No 200 0.075 14.7 0.32%FONDO 7.9 0.17%
MASA TOTAL 4555.1 100.00%WI=4716Kg Perdidas Lavado 160.900000000001
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
CURVA GRANULOMETRICA B-400
PORCENTAJE QUE PASA(%)100.00%100.00%100.00%
86.82%78.74%55.67% %gravas= 86.82%39.02% %arenas= 15.25%23.51% %finos= 0.17%15.25% 102.24%
4.60%3.88% %pasa(0,075)= 0.99826568 99.826568 99.83%0.50%0.17%0.00%
Cu= 22.619047619Cc= 1.2463408521
D10= 0.42D30= 2.23D60= 9.5
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
CURVA GRANULOMETRICA B-400
No TAMIZ DIAMETRO(mm) MASA DE SUELO RETENIDA(g) PORCENTAJE RETENIDO(%)3" 76.2 0 0.00%2" 50.8 0 0.00%
1 1/2" 38.1 125.7 2.62%1" 25.4 832.4 17.33%
3/4 19.05 369.3 7.69% 3/8 9.5 863.7 17.98%No 4 4.75 866.4 18.04%
No 10 2 779.8 16.24%No 20 0.84 496 10.33%No 40 0.42 231.8 4.83%No 60 0.25 111 2.31%
No 140 0.105 112.9 2.35%No 200 0.075 11.4 0.24%FONDO 2.6 0.05%
MASA TOTAL 4803 100.00%WI=4936Kg Perdidas Lavado 133
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
CURVA GRANULOMETRICA AFIRMADO #2
PORCENTAJE QUE PASA(%)100.00%100.00%
97.38%80.05%72.36%54.38% %gravas= 97.38%36.34% %arenas= 2.64%20.11% %finos= 0.05%
9.78% 100.07%4.95%2.64% %pasa(0,075)= 0.99945867 99.9458672 99.94%0.29%0.05%0.00%
Cu= 11.3095238095Cc= 0.60651629073
D10= 0.84D30= 2.2D60= 9.5
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
CURVA GRANULOMETRICA AFIRMADO #2
No TAMIZ DIAMETRO(mm) MASA DE SUELO RETENIDA(g) PORCENTAJE RETENIDO(%)3" 76.2 0 0.00%2" 50.8 0 0.00%
1 1/2" 38.1 0 0.00%1" 25.4 662.7 11.47%
3/4 19.05 959.9 16.61% 3/8 9.5 1168.3 20.21%No 4 4.75 883.1 15.28%
No 10 2 838.2 14.50%No 20 0.84 406.8 7.04%No 40 0.42 257.3 4.45%No 60 0.25 244.9 4.24%
No 140 0.105 337.7 5.84%No 200 0.075 18.5 0.32%FONDO 2.7 0.05%
MASA TOTAL 5780.1 100.00%WI=5910Kg Perdidas Lavado 129.900000000001
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00%
CURVA GRANULOMETRICA B-400 #2
PORCENTAJE QUE PASA(%)100.00%100.00%100.00%
88.53%71.93%51.72% %gravas= 88.53%36.44% %arenas= 14.90%21.94% %finos= 0.05%14.90% 103.48%10.45%
6.21% %pasa(0,075) 0.99953288 99.953288 99.95%0.37%0.05%0.00%
Cu= 22.6190476Cc= 1.22408521
D10= 0.42D30= 2.21D60= 9.5
0.010.11101000.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
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CURVA GRANULOMETRICA B-400 #2
