Gran Ulo Me Tria
3
tamiz wn (gr) 2000 0.5 12.5 0 0 0% 1 25 36 36.2537764 2% 0.75 19 104 104.733132 5% 14 0.375 9.5 490 493.454179 25% 4 4.75 136 136.958711 7% 10 2 70 70.4934542 4% 20 0.85 158 159.113797 8% 40 0.425 382 384.69285 19% 60 0.25 390 392.749245 20% 100 0.15 146 147.029204 7% 200 0.075 54 54.3806647 3% fondo 20 sumatoria 1986 retenido en cada tamiz retenido corregid o retenido corregid o sumatoria -wn
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granulometria para geotecnia
Transcript of Gran Ulo Me Tria
tamizwn (gr) 2000 0.5 12.5 0 0 0% 0
1 25 36 36.2537764 2% 2%
0.75 19 104 104.733132 5% 7%14 0.375 9.5 490 493.454179 25% 32%
4 4.75 136 136.958711 7% 39%10 2 70 70.4934542 4% 42%20 0.85 158 159.113797 8% 50%40 0.425 382 384.69285 19% 70%60 0.25 390 392.749245 20% 90%
100 0.15 146 147.029204 7% 97%200 0.075 54 54.3806647 3% 100%
fondo 20sumatoria 1986
peso retenido en cada
tamiz
peso retenido corregido
% suelo retenido corregido
% suelo retenido acumulado
sumatoria -wn
correccion% que pasa0 100.00%
0.25377644 98.17%
0.73313192 92.90%3.45417925 68.05%0.95871098 61.16%0.49345418 57.61%1.11379658 49.60%2.69284995 30.23%2.74924471 10.45%1.02920443 3.05%0.38066465 0.31%
0.31%
CcCu
D60 4.75 Cc 19D10 0.25 Cu 0.15210526D30 0.425
0.0150.151.5150.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00% 100.00%
68.05%
61.16%57.61%
49.60%
30.23%
10.45%
3.05%0.31%
Curva Granulometrica
Curva Granulometrica
Diametro de las particulas(mm)
% q
ue p
asa
D60 D30 D10
0.0150.151.5150.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
80.00%
90.00%
100.00% 100.00%
68.05%
61.16%57.61%
49.60%
30.23%
10.45%
3.05%0.31%
Curva Granulometrica
Curva Granulometrica
Diametro de las particulas(mm)
% q
ue p
asa
