trabajo final taludes mod(2)

7/24/2019 Trabajo Final Taludes MOD(2)

1/40

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


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


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


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


' *+,


8/40

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


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


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


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



12/40

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& &/


14/40

F& $0$/0> 16PUN)O 3 F&*SIS(O, 6

CION 2

F& &/


15/40

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& &/


16/40

$" 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&-. '*


19/40

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


PESO ESPECIFICO VALORES& mat'a* 1 (ton/m3) 25.4& mat'a* 2 (ton/m3) 25.4

& a+,a 9.81


20/40

?%! #?%! &-. ' 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



21/40

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


22/40

w &-. '166.81328.48285.31123.66179.4960.4066.74

13.8012246

w &-. '166.81


23/40

285.31123.66179.4960.4066.7413.80

12246

w &-. '

166.81328.48285.31123.66179.4960.4066.7413.80

12246


24/40

w &-. '166.81328.48

285.31123.66179.4960.4066.7413.80

12246


25/40

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& &/


29/40

R 10.84 & $0$/0>% 14F&*SIS(O, 1

I)ERACION 2

ANGULO VALORES F 1.05tan 1() 1tan 2() 1 F& &/


30/40

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'


32/40

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


34/40

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'


35/40

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


36/40

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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trabajo final taludes mod(2)

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