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7/24/2019 Trabajo Final Taludes MOD(2)
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COHESIN VALORES ANGULO DE FRICCIC1 (ton/m2) 140 1()C2 (ton/m2) 140 2()
DOVELA BASE AREA HW1 3.46 94.69 6.662 6.6 203.14 11.83 8.95 205.32 15.234 4.04 103.56 13.915 8 176.09 11.21
6 4.04 71.84 8.897 8 100.31 8.038 4.04 28.27 1.84
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FELLENI
VALORES ANGULO VALORES45 tan 1() 145 tan 2() 1
H PESO w=A L!="#$%& '61.74 27.34 2405.13 0.47 0.88 7.3153.95 30.79 5159.76 0.59 0.81 11.2244.01 31.87 5215.13 0.72 0.69 12.4436.66 25.68 2630.42 0.80 0.60 5.0430.64 22.01 4472.69 0.86 0.51 9.30
24.86 17.77 1824.74 0.91 0.42 4.4519.43 12.58 2547.87 0.94 0.33 8.4814.13 7.03 718.06 0.97 0.24 4.17
SU(A)ORIA
' *+, $%& ' *+, &-. ' *+,
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VALORESVALORES
US
PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 18& mat'a* 2 (ton/m3) 25.4
& a+,a 9.81
w &-. ' w $%& ' /= w U0! N! CL!2118.45 1138.76 65.33 477.45 661.32 1023.084171.68 3036.47 115.76 1298.24 1738.23 1570.123623.39 3750.82 149.41 1859.22 1891.60 1742.171570.53 2110.11 136.46 687.22 1422.88 705.072279.47 3848.24 109.97 1022.52 2825.72 1301.74
767.12 1655.65 87.21 388.31 1267.34 623.36847.56 2402.77 78.77 668.25 1734.52 1187.64175.29 696.33 18.05 75.20 621.13 583.25
15553587 SU(A)ORIA$/.-&
F& 13437F&*SIS(O 1117
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D!A"LES OR$%LADOS
0.2SE%DOES!A!CO AC)UAN)E
w &-. '1684.40 423.693308.35 834.343633.76 724.682127.95 314.114127.46 455.89
1890.70 153.422922.15 169.511204.38 35.06
28151675 311717-&!&-.-
C 0!N! . 9
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COHESIN VALORES ANGULO DE FRICCIC1 (ton/m2) 0.52 1()C2 (ton/m2) 0.52 2()
DOVELA BASE AREA1 1.00 1.20 67.002 1.00 3.10 54.003 1.00 4.30 45.004 1.00 5.80 37.00
5 1.00 5.80 29.006 1.00 5.80 23.007 1.00 5.14 16.008 1.00 4.37 10.009 1.00 3.50 4.00
10 1.00 2.50 -2.0011 1.00 1.90 -7.0012 1.00 1.70 -14.0013 1.00 1.40 -21.0014 1.00 0.90 -27.00
15 1.00 0.60 -35.00SU(A)ORIA 481
' *+,
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AU(N)ANDO EL RADIO EL FAC)OR DE SEGURIDAD SEU
COHESIN VALORES ANGULO DE FRICCIC1 (ton/m2) 140 1()C2 (ton/m2) 140 2()
DOVELA BASE AREA1 3.46 94.69 61.742 6.60 203.14 53.953 8.95 205.32 44.014 4.04 103.56 36.665 8.00 176.09 30.646 4.04 71.84 24.867 8.00 100.31 19.43
8 4.04 28.27 14.13SU(A)ORIA 3551
COHESIN VALORES ANGULO DE FRICCIC1 (ton/m2) 140 1()C2 (ton/m2) 140 2()
DOVELA BASE AREA1 3.46 94.69 61.74
' *+,
' *+,
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3 8.95 205.32 44.014 4.04 103.56 36.665 8.00 176.09 30.646 4.04 71.84 24.867 8.00 100.31 19.438 4.04 28.27 14.13
SU(A)ORIA 3551
COHESIN VALORES ANGULO DE FRICCIC1 (ton/m2) 140 1()C2 (ton/m2) 140 2()
DOVELA BASE AREA
1 3.46 94.69 61.742 6.60 203.14 53.953 8.95 205.32 44.014 4.04 103.56 36.665 8.00 176.09 30.646 4.04 71.84 24.867 8.00 100.31 19.438 4.04 28.27 14.13
SU(A)ORIA 3551
COHESIN VALORES ANGULO DE FRICCIC1 (ton/m2) 140 1()C2 (ton/m2) 140 2()
' *+,
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DOVELA BASE AREA1 3.46 94.69 61.742 6.60 203.14 53.95
3 8.95 205.32 44.014 4.04 103.56 36.665 8.00 176.09 30.646 4.04 71.84 24.867 8.00 100.31 19.438 4.04 28.27 14.13
SU(A)ORIA 3551
' *+,
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VALORES ANGULO VALORES18 tan 1() 0.324919718 tan 2() 0.3249197
HW H PESO w U0.00 1.18 24.00 0.000.00 2.08 62.00 0.000.00 2.83 86.00 0.000.00 3.45 116.00 0.00
0.00 3.98 116.00 0.000.00 4.44 116.00 0.000.00 4.84 102.80 0.000.00 5.18 87.40 0.000.00 5.07 70.00 0.000.00 4.72 50.00 0.000.00 4.32 38.00 0.000.00 3.89 34.00 0.000.00 2.91 28.00 0.000.00 2.37 18.00 0.00
0.00 1.79 12.00 0.00
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R; 9.46
OES)A)ICO AU(EN)A A 1:7 R; 11.65
I)ERA
VALORES ANGULO VALORES45 tan 1() 145 tan 2() 1
HW H PESO w U6.66 27.34 1893.80 65.33
11.80 30.79 4062.80 115.7615.23 31.87 4106.40 149.4113.91 25.68 2071.20 136.4611.21 22.01 3521.80 109.978.89 17.77 1436.80 87.218.03 12.58 2006.20 78.77
1.84 7.03 565.40 18.05
I)ER
VALORES ANGULO VALORES45 tan 1() 145 tan 2() 1
HW H PESO w U6.66 27.34 1893.80 65.33
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15.23 31.87 4106.40 149.4113.91 25.68 2071.20 136.4611.21 22.01 3521.80 109.978.89 17.77 1436.80 87.218.03 12.58 2006.20 78.771.84 7.03 565.40 18.05
I)ER
VALORES ANGULO VALORES45 tan 1() 145 tan 2() 1
HW H PESO w U
6.66 27.34 1893.80 65.3311.80 30.79 4062.80 115.7615.23 31.87 4106.40 149.4113.91 25.68 2071.20 136.4611.21 22.01 3521.80 109.978.89 17.77 1436.80 87.218.03 12.58 2006.20 78.771.84 7.03 565.40 18.05
I)ER
VALORES ANGULO VALORES45 tan 1() 145 tan 2() 1
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HW H PESO w U6.66 27.34 1893.80 65.33
11.80 30.79 4062.80 115.76
15.23 31.87 4106.40 149.4113.91 25.68 2071.20 136.4611.21 22.01 3521.80 109.978.89 17.77 1436.80 87.218.03 12.58 2006.20 78.771.84 7.03 565.40 18.05
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ISHOP
F& &/
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F& $0$/0> 16PUN)O 3 F&*SIS(O, 6
CION 2
F& &/
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4.65 1337.19 904.43 0.72 0.972.10 551.29 495.95 0.80 0.744.16 879.76 862.61 0.86 0.592.10 352.33 354.47 0.91 0.464.16 630.19 451.25 0.94 0.352.10 72.92 162.12 0.97 0.25
F& $0$/0> 46F&*SIS(O, 11
CION 4
F& &/
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$" UB $%& ' . '1.80 226.04 543.69 0.47 1.863.43 764.00 1075.28 0.59 1.37
4.65 1337.19 904.43 0.72 0.972.10 551.29 495.95 0.80 0.744.16 879.76 862.61 0.86 0.592.10 352.33 354.47 0.91 0.464.16 630.19 451.25 0.94 0.352.10 72.92 162.12 0.97 0.25
F& $0$/0> 46
F&*SIS(O, 11
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VALORES ED!A"LESVALORES #OR$%LADOS
PESO ESPECIFICO VALORES & mat'a* 1 (ton/m3) 20 SE%DOES!A!CO& mat'a* 2 (ton/m3) 20
& a+,a 1
?%! #?%! &-. ' w&-. '0.69 12.06 0.92 22.090.85 24.29 0.81 50.160.94 30.38 0.71 60.810.99 38.43 0.60 69.81
1.03 37.02 0.48 56.241.05 36.48 0.39 45.321.05 32.28 0.28 28.341.04 27.77 0.17 15.181.02 22.80 0.07 4.880.99 16.97 -0.03 -1.740.95 13.50 -0.12 -4.630.89 12.97 -0.24 -8.230.82 11.77 -0.36 -10.030.74 8.57 -0.45 -8.17
0.63 6.98 -0.57 -6.88SU(A)ORIA 3322 SU(A)ORIA 31314't'nt' at,ant'
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@w&-. '*
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0.87 1033.74 0.69 2853.060.94 529.87 0.60 1236.640.97 885.10 0.51 1794.861.00 353.92 0.42 604.031.02 443.45 0.33 667.371.02 158.25 0.24 138.03
SU(A)ORIA 561184 SU(A)ORIA 1224686
PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 25.4& mat'a* 2 (ton/m3) 25.4& a+,a 9.81
?%! #?%! &-. ' w&-. '
0.67 812.08 0.88 1668.070.77 1399.33 0.81 3284.790.87 1035.00 0.69 2853.060.94 530.39 0.60 1236.640.97 885.81 0.51 1794.861.00 354.15 0.42 604.031.02 443.67 0.33 667.371.02 158.31 0.24 138.03
SU(A)ORIA 561874 SU(A)ORIA 1224686
PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 25.4& mat'a* 2 (ton/m3) 25.4
& a+,a 9.81
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?%! #?%! &-. ' w&-. '0.67 813.71 0.88 1668.070.77 1401.56 0.81 3284.79
0.87 1036.25 0.69 2853.060.93 530.90 0.60 1236.640.97 886.52 0.51 1794.861.00 354.37 0.42 604.031.02 443.89 0.33 667.371.02 158.36 0.24 138.03
SU(A)ORIA 562556 SU(A)ORIA 1224686
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0.1AC)UAN)E
w &-. '2.215.026.086.98
5.624.532.831.520.49
-0.17-0.46-0.82-1.00-0.82
-0.693131
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w &-. '166.81328.48285.31123.66179.4960.4066.74
13.8012246
w &-. '166.81
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285.31123.66179.4960.4066.7413.80
12246
w &-. '
166.81328.48285.31123.66179.4960.4066.7413.80
12246
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w &-. '166.81328.48
285.31123.66179.4960.4066.7413.80
12246
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COHESIN VALORES ANGULO DE FRICCIVALORESC1 (ton/m2) 0.52 1() 18C2 (ton/m2) 0.52 2() 18
DOVELA BASE AREA HW1.00 1.00 0.80 67.00 0.002.00 1.00 2.89 54.00 0.003.00 1.00 4.00 45.00 0.004.00 1.00 5.35 37.00 0.005.00 1.00 5.30 29.00 0.006.00 1.00 5.30 23.00 0.007.00 1.00 5.30 16.00 0.008.00 1.00 4.20 10.00 0.00
9.00 1.00 3.60 4.00 0.0010.00 1.00 2.30 -2.00 0.0011.00 1.00 1.95 -7.00 0.0012.00 1.00 1.32 -14.00 0.0013.00 1.00 1.40 -21.00 0.0014.00 1.00 0.94 -27.00 0.0015.00 1.00 0.70 -35.00 0.00
' *+,
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COHESIN VALORES ANGULO DE FRICCIVALORESC1 (ton/m2) 140 1() 45C2 (ton/m2) 140 2() 45
DOVELA BASE AREA HW1.00 3.46 94.69 61.74 6.662.00 6.60 203.14 53.95 11.803.00 8.95 205.32 44.01 15.234.00 4.04 103.56 36.66 13.915.00 8.00 176.09 30.64 11.216.00 4.04 71.84 24.86 8.897.00 8.00 100.31 19.43 8.038.00 4.04 28.27 14.13 1.84
COHESIN VALORES ANGULO DE FRICCIVALORESC1 (ton/m2) 140 1() 45
C2 (ton/m2) 140 2() 45
DOVELA BASE AREA HW1.00 3.46 94.69 61.74 6.66
' *+,
' *+,
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2.00 6.60 203.14 53.95 11.803.00 8.95 205.32 44.01 15.234.00 4.04 103.56 36.66 13.915.00 8.00 176.09 30.64 11.216.00 4.04 71.84 24.86 8.897.00 8.00 100.31 19.43 8.038.00 4.04 28.27 14.13 1.84
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A(BUC= 0.31C 0.5
># 0.117
ANGULO VALORES F 1.08tan 1() 0.3249197tan 2() 0.3249197 F& &/
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R 10.84 & $0$/0>% 14F&*SIS(O, 1
I)ERACION 2
ANGULO VALORES F 1.05tan 1() 1tan 2() 1 F& &/
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30.79 4062.80 115.76 3.43 764.00 0.5931.87 4106.40 149.41 4.65 1337.19 0.7225.68 2071.20 136.46 2.10 551.29 0.8022.01 3521.80 109.97 4.16 879.76 0.8617.77 1436.80 87.21 2.10 352.33 0.9112.58 2006.20 78.77 4.16 630.19 0.947.03 565.40 18.05 2.10 72.92 0.97
& $0$/0>% 44
F&*SIS(O, 123
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VALORESVALORES
PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 20& mat'a* 2 (ton/m3) 20& a+,a 1
. ' ?%! &-. ' w*/". ', ?2.36 0.69 0.92 16.00 21.391.38 0.85 0.81 57.80 41.131.00 0.94 0.71 80.00 42.940.75 0.99 0.60 107.00 47.850.55 1.03 0.48 106.00 41.770.42 1.05 0.39 106.00 39.140.29 1.05 0.28 106.00 37.390.18 1.04 0.17 84.00 29.31
0.07 1.02 0.07 72.00 25.39-0.03 0.99 -0.03 46.00 16.91-0.12 0.95 -0.12 39.00 15.03-0.25 0.89 -0.24 26.40 11.27-0.38 0.82 -0.36 28.00 13.44-0.51 0.74 -0.45 18.80 10.52-0.70 0.63 -0.57 14.00 10.04
SU(A)ORIA 4351't'nt'
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PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 25.4& mat'a* 2 (ton/m3) 25.4& a+,a 1
$%& ' ?%! &-. ' w*/". ', ?1.86 0.75 0.88 1473.26 1417.351.37 0.84 0.81 3013.17 2077.080.97 0.94 0.69 2814.64 1428.750.74 0.99 0.60 1660.88 715.610.59 1.02 0.51 3000.68 1169.760.46 1.04 0.42 1273.55 462.640.35 1.05 0.33 1783.90 620.010.25 1.05 0.24 547.04 185.98
SU(A)ORIA 877177
PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 25.4
& mat'a* 2 (ton/m3) 25.4& a+,a 1
$%& ' ?%! &-. ' w*/". ', ?1.86 0.75 0.88 1473.26 1417.35
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1.37 0.84 0.81 3013.17 2077.080.97 0.94 0.69 2814.64 1428.750.74 0.99 0.60 1660.88 715.610.59 1.02 0.51 3000.68 1169.760.46 1.04 0.42 1273.55 462.640.35 1.05 0.33 1783.90 620.010.25 1.05 0.24 547.04 185.98
SU(A)ORIA 877177
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D!A"LES OR$%LADOS
0.2SE%DOES!A!C AC)UAN)E
w.' w &-. '37.69 2.9579.55 9.3580.00 11.3180.63 12.8858.76 10.2844.99 8.2830.40 5.8414.81 2.92
5.03 1.00-1.61 -0.32-4.79 -0.95-6.58 -1.28
-10.75 -2.01-9.58 -1.71-9.80 -1.61
38876 565at,ant'
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w.' w &-. '3523.06 333.615581.71 656.963966.89 570.611541.58 247.332086.11 358.97
665.72 120.81707.68 133.47142.33 27.61
182157656 24437144
w.' w &-. '3523.06 333.61
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5581.71 656.963966.89 570.611541.58 247.332086.11 358.97
665.72 120.81707.68 133.47142.33 27.61
182157656 24437144
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NO)ASES!AS !A"LAS ES!A CO$LE$E!ADAS CO LA #OR$AC DDEL $ECAS$O DE #ALLA REALADO E A%!OCAD
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L D"%O
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