Altura Crítica
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Transcript of Altura Crítica
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g c f TEORA DE RANKINE MTODO DE GRAUX[KN/m3] [KPa] [] 4 c / (gKa
1/2) 2,67 c / (gKa1/2)
0 22.2 14.8
10 26.5 17.7
20 31.7 21.2
30 38.5 25.7
0 27.8 18.5
10 33.1 22.1
20 39.7 26.5
30 48.1 32.1
0 33.3 22.3
10 39.7 26.5
20 47.6 31.8
30 57.7 38.5
0 38.9 26.0
10 46.3 30.9
20 55.5 37.1
30 67.4 45.0
0 44.4 29.7
10 53.0 35.4
20 63.5 42.4
30 77.0 51.4
200
18.0
DETERMINACIN DE LA ALTURA CRTICA
PARMETROS DEL SUELO Hc [m]
Corte Vertical - FS = 1
100
125
150
175
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1.000 1.000
0.704 0.839
0.490 0.700
0.333 0.577
1.000 1.000
0.704 0.839
0.490 0.700
0.333 0.577
1.000 1.000
0.704 0.839
0.490 0.700
0.333 0.577
1.000 1.000
0.704 0.839
0.490 0.700
0.333 0.577
1.000 1.000
0.704 0.839
0.490 0.700
0.333 0.577
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g c f TEORA DE RANKINE MTODO DE GRAUX[KN/m3] [KPa] [] 4 c / (gKa
1/2) 2,67 c / (gKa1/2)
0 14.8 9.9
10 16.7 11.1
20 18.8 12.6
30 21.6 14.4
0 18.5 12.4
10 20.8 13.9
20 23.5 15.7
30 27.0 18.0
0 22.2 14.810 25.0 16.7
20 28.3 18.9
30 32.4 21.6
0 25.9 17.3
10 29.2 19.5
20 33.0 22.0
30 37.8 25.2
0 29.6 19.8
10 33.3 22.2
20 37.7 25.2
30 43.2 28.8
175
200
Corte Vertical - FS = 1,5
18.0
100
DETERMINACIN DE LA ALTURA CRTICA
PARMETROS DEL SUELO Hc [m]
125
150
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1.000 1.000
0.791 0.889
0.618 0.786
0.471 0.687
1.000 1.000
0.791 0.889
0.618 0.786
0.471 0.687
1.000 1.0000.791 0.889
0.618 0.786
0.471 0.687
1.000 1.000
0.791 0.889
0.618 0.786
0.471 0.687
1.000 1.000
0.791 0.889
0.618 0.786
0.471 0.687
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H c f b FS g
40 200 30 26.5650512 3.83 18
H = 40
40.0000213
D = 2.1301E-05
Pendiente Vertical 1 V : 0,1 H 1 V : 0,25 H 1 V : 0,5 H
ngulo 0 5.71 14.04 26.57
FS 1.18 1.39 1.85 3.83
Resumen de Valores de FS
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H v
0.1 1 0.09966865 5.71059314
0.25 1 0.24497866 14.0362435
0.5 1 0.46364761 26.5650512
b
