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01010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101010101010101010010101011010101010101010101001010101101010101010101010100101010110101
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PROYECTO Empresa: Ibañez-Guzmán
Alternativa 1
Espesor estimado 24.00 cm Factor de Seguridad de Carga 1.20Modulo de rotura 630.0 Junta con pasadores No
K subrasante 5.00 Banquina de hormigón NoK subrasante-subase 5.00 Posee Subase No
Periodo de Diseño 20.00 Años Tipo GranularNumero de Camiones 13059589 Espesor Subbase [cm] 20.00
Cargas de ejesAnálisis de fatiga Análisis de erosión
Daños por erosión
- 1 2 3 4 5 6 7Eje simple
8 Tensión equivalente 13.779 Factor de relación de tensión 0.15 10 Factor de erosión 2.79
0.61 14.0 16.80 7966.35 ilimitado 0.00 362,157 2.201.28 13.0 15.60 16716.27 ilimitado 0.00 565,383 2.962.98 12.0 14.40 38917.58 ilimitado 0.00 914,705 4.255.56 11.0 13.20 72611.31 ilimitado 0.00 1,543,155 4.71
11.26 10.0 12.00 147050.97 ilimitado 0.00 2,736,532 5.3716.81 9.0 10.80 219531.69 ilimitado 0.00 5,154,972 4.2626.32 8.0 9.60 343728.38 ilimitado 0.00 10,728,228 3.2036.59 7.0 8.40 477850.36 ilimitado 0.00 37,260,590 1.2858.47 6.0 7.20 763594.17 ilimitado 0.00 ilimitado 0.00
132.29 5.0 6.00 1727653.03 ilimitado 0.00 ilimitado 0.00Suma parcial 0.00 28.24
Eje doble11 Tensión equivalente 12.3912 Factor de relación de tensión 0.15 13 Factor de erosión 2.97
1.23 26.0 31.20 16063.29 ilimitado 0.00 162,181 9.903.96 24.0 28.80 51715.97 ilimitado 0.00 262,385 19.71
10.58 22.0 26.40 138170.45 ilimitado 0.00 442,656 31.2132.09 20.0 24.00 419082.21 ilimitado 0.00 784,979 53.3942.48 18.0 21.60 554771.34 ilimitado 0.00 1,478,713 37.5261.51 16.0 19.20 803295.32 ilimitado 0.00 3,001,487 26.7676.21 14.0 16.80 995271.28 ilimitado 0.00 6,697,266 14.8690.39 12.0 14.40 1180456.25 ilimitado 0.00 22,601,273 5.22
112.48 10.0 12.00 1468942.57 ilimitado 0.00 ilimitado 0.00138.80 8.0 9.60 1812670.95 ilimitado 0.00 ilimitado 0.00
Suma parcial 0.00 198.58Eje triple
14 Tensión equivalente 9.4115 Factor de relación de tensión 0.15 16 Factor de erosión 3.01
0.28 36.0 43.20 3656.68 ilimitado 0.00 199,323 1.832.56 33.0 39.60 33432.55 ilimitado 0.00 336,268 9.945.68 30.0 36.00 74178.47 ilimitado 0.00 596,316 12.44
12.50 27.0 32.40 163244.86 ilimitado 0.00 1,123,316 14.5331.29 24.0 28.80 408634.54 ilimitado 0.00 2,280,104 17.9257.64 21.0 25.20 752754.71 ilimitado 0.00 5,087,632 14.8078.90 18.0 21.60 1030401.57 ilimitado 0.00 14,754,899 6.9892.67 15.0 18.00 1210232.11 ilimitado 0.00 80,766,029 1.50
114.72 12.0 14.40 1498196.05 ilimitado 0.00 ilimitado 0.00136.31 9.0 10.80 1780152.58 ilimitado 0.00 ilimitado 0.00
Suma parcial 0.00 79.95Consumo de fatiga 0.00 Daños por erosión 306.76
Consumo Total = 306.76%
kg / cm2
kg / cm3
kg / cm3
Ejes por cada 1000
camionesCargas por F. S.
C.Repeticiones
esperadas Repeticiones admisibles
Consumo de fatiga
Repeticiones admisibles
Determinacfion de tension equivalente
Con banquina 0 Valor propuesto 24.00Con pasador 0 k subrasante 5.00
A S A0S 13.77391304348A D A0D 12.39130434783A T A0T 9.413043478261B S B00S 2.791739130435B D B00D 2.97347826087B T B00T 3.01347826087
Tension Equivalente
Sin banquina
Simple A0S
Doble A0D
Triple A0T
Tension Equivalente
Sin banquina
Triple A0T
Con banquina
Simple A1S
Doble A1D
Triple A1T
Tension Equivalente
Con banquina
Triple A1T
Erosion
Sin pasador
Sin banquina
Simple B01S
Doble B01D
Triple B01T
Erosion
Sin pasador
Sin banquina
Triple B01T
Con banquina
Simple B00S
Doble B00D
Triple B00T
Erosion
Sin pasador
Con banquina
Triple B00T
Con pasador
Sin banquina
Simple B11S
Doble B11D
Triple B11T
Erosion
Con pasador
Sin banquina
Triple B11T
Con banquina
Simple B10S
Doble B10D
Triple B10T
2 3 4 5 6 7 81.390 2.770 4.160 5.540 8.310 13.850 19.390
Tension equivalenteEspesor losa 2 3 4 5 6 7 8
13.77
12 46.1 40.7 37.7 35.7 33.0 29.7 27.613 41.1 36.3 33.7 31.9 29.5 26.7 24.814 36.9 32.6 30.2 28.7 26.6 24.1 22.515 33.5 29.6 27.5 28.1 24.2 21.9 20.516 30.7 27.1 25.2 23.9 22.1 20.1 18.317 28.2 24.8 23.1 21.9 20.3 18.5 17.318 26.0 22.9 21.3 20.2 18.3 17.0 16.019 24.0 21.2 19.7 18.7 17.4 15.8 14.8
20 22.4 19.7 13.4 17.4 16.2 14.3 13.321 20.9 18.5 17.2 16.3 15.1 13.8 12.922 19.6 17.3 16.1 15.2 14.1 12.9 12.123 18.4 16.2 15.1 14.3 13.3 12.1 11.424 17.4 15.3 14.2 13.5 12.5 11.4 10.725 15.4 14.4 13.4 12.7 11.3 10.8 10.126 15.5 13.6 12.7 12.1 11.2 10.2 9.627 14.3 12.9 12.0 11.4 10.5 9.7 9.1
23 14.0 12.3 11.4 10.8 10.1 9.2 8.6
29 13.4 11.7 10.9 10.3 9.6 3.7 3.2
12.39
12 39.0 33.2 30.4 28.7 26.3 24.3 23.813 35.4 29.9 27.3 25.7 23.3 21.9 20.914 32.4 27.2 24.8 23.2 21.4 19.5 18.5
15 29.9 25.0 22.7 21.3 19.5 17.7 16.816 27.3 23.2 21.0 19.6 17.9 16.2 15.317 25.9 21.6 19.5 18.2 15.6 14.9 14.018 24.2 20.1 18.2 16.9 15.4 13.8 12.919 22.3 18.9 17.0 15.8 14.3 12.8 11.920 21.5 17.9 16.0 14.9 13.5 12.0 11.221 20.4 16.9 15.1 14.1 12.7 11.3 10.522 19.4 16.0 14.3 13.3 12.0 10.6 9.823 18.5 15.2 13.5 12.7 11.4 10.1 9.324 17.8 14.5 13.0 12.0 10.8 9.5 8.8
25 15.3 13.8 12.4 11.5 10.3 9.0 8.426 16.1 13.2 11.9 11.0 9.9 8.6 8.027 15.4 12.7 11.4 10.5 9.4 8.3 7.623 14.8 12.2 10.9 10.0 9.1 7.9 7.3
29 14.3 11.7 10.5 9.7 8.7 7.6 7.0
9.41
12 29.3 25.1 23.6 22.3 22.1 21.4 21.213 26.8 22.4 20.8 20.0 19.1 18.4 18.214 24.4 20.4 13.7 17.8 18.8 15.1 15.315 22.8 13.8 17.1 16.1 15.1 14.4 14.016 21.1 17.4 15.7 14.8 13.7 12.9 12.5
9.41
17 19.7 16.7 14.6 13.7 12.6 11.7 11.318 18.5 15.2 13.6 12.7 11.6 10.7 10.2
19 17.4 14.3 12.8 11.9 10.3 9.8 9.320 16.5 13.5 12.1 11.2 10.1 9.1 8.721 15.6 12.8 11.4 10.6 9.5 8.5 8.022 14.8 12.2 10.9 10.0 9.0 8.0 7.523 14.0 11.6 10.4 9.5 3.5 7.5 7.024 13.3 11.1 9.9 9.1 8.1 7.2 6.825 12.5 10.6 9.5 8.7 7.3 6.8 6.326 11.9 10.1 9.1 8.4 7.4 5.5 6.0
27 11.3 9.7 3.7 8.0 7.2 6.2 5.723 10.7 9.3 8.4 7.7 6.9 8.0 5.5
29 10.1 8.9 3.0 7.4 6.8 5.7 5.3
11.30
12 36.2 31.7 29.4 27.9 25.9 23.6 22.2
13 32.5 28.5 26.5 25.1 23.3 21.3 20.114 29.3 25.8 24.0 22.7 21.2 19.4 18.315 26.8 23.6 21.9 20.3 19.4 17.8 16.816 24.S 21.8 20.1 19.1 17.9 16.4 15.517 22.S 19.9 13.6 17.8 16.5 15.1 14.418 20.9 18.4 17.2 16.4 15.2 14.1 13.319 19.4 17.2 16.0 15.2 14.2 13.1 12.420 18.1 16.0 14.9 14.2 13.3 12.2 11.6
21 17.0 15.0 14.0 13.3 12.5 11.5 10.922 15.9 14.1 13.1 12.5 11.7 10.8 10.323 15.0 13.3 12.4 11.8 11.0 10.2 9.7
24 14.2 12.5 11.6 11.1 10.4 9.6 9.125 13.4 11.8 11.0 10.5 9.9 9.1 8.726 12.7 11.2 10.5 10.0 9.3 8.7 8.227 12.1 10.7 10.0 9.5 8.9 8.2 7.828 11.5 10.1 9.5 9.1 8.4 7.9 7.4
29 11.0 9.7 9.0 8.S 8.0 7.5 7.1
9.93
12 30.6 26.5 24.5 23.5 22.3 21.1 20.713 27.7 23.9 22.1 21.1 19.8 18.7 18.214 25.3 21.7 20.0 19.0 17.8 16.7 16.215 23.3 19.9 18.3 17.4 16.2 15.2 14.716 21.6 18.4 16.9 18.0 14.9 13.9 13.317 20.1 17.1 15.6 14.8 13.8 12.7 12.218 18.8 16.0 14.6' 13.7 12.8 11.8 11.2
19 17.5 14.9 13.6 12.9 11.9 10.9 10.520 16.6 14.1 12.8 12.1 11.1 10.2 9.721 15.7 13.3 12.1 11.4 10.5 9.6 9.122 14.9 12.6 11.4 10.8 9.9 9.0 8.623 14.1 11.9 10.8 10.2 9.4 8.5 8.124 13.5 11.3 10.3 9.7 8.9 8.1 7.725 12.8 10.8 9.8 9.3 8.5 7.7 7.326 12.3 10.4 9.4 8.8 8.1 7.3 6.927 11.8 9.9 9.0 8.4 7.7 7.0 6.628 11.3 9.5 8.6 8.1 7.4 6.7 6.3
29 10.9 9.1 8.3 7.7 7.1 6.4 6.0
7.60
12 24.2 21.6 20.5 20.0 19.4 19.0 18.9
13 21.7 19.2 18.1 17.6 17.0 16.8 16.414 19.8 17.3 16.2 15.6 15.0 14.8 14.415 17.9 15.7 14.7 14.2 13.5 13.0 12.9
16 16.5 14.4 13.5 12.9 12.3 11.8 11.617 15.3 13.3 12.4 11.9 11.2 10.7 10.518 14.1 12.3 11.4 10.9 10.3 9.8 9.519 13.2 11.4 10.7 10.1 9.5 9.0 8.3
7.6020 12.4 10.7 9.9 9.4 8.9 8.4 8.121 11.8 10.1 9.3 8.8 8.3 7.8 7.5
22 10.9 9.5 8.8 8.3 7.8 7.3 7.023 10.3 8.9 8.3 7.8 7.3 6.8 6.624 9.7 8.5 7.9 7.4 6.9 6.5 6.225 9.2 8.1 7.5 7.1 6.6 6.1 5.826 8.7 7.8 7.1 6.7 6.2 5.7 5.527 8.2 7.3 6.7 6.4 6.0 5.5 5.328 7.8 6.9 6.5 6.1 5.7 5.2 5.0
29 7.4 6.6 6.1 5.8 5.4 5.0 4.8
2.58
12 3.5 3.5 3.5 3.5 3.5 3.5 3.513 3.4 3.4 3.4 3.4 3.4 3.4 3.414 3.3 3.3 3.3 3.3 3.3 3.3 3.315 3.2 3.2 3.2 3.2 3.2 3.2 3.2
16 3.2 3.1 3.1 3.1 3.1 3.1 3.117 3.08 3.1 3.0 3.0 3.0 3.0 3.018 3.0 3.0 3.0 2.9 2.9 2.9 2.919 2.93 2.9 2.9 2.9 2.9 2.8 2.820 2.9 2.8 2.8 2.8 2.8 2.8 2.821 2.8 2.8 2.8 2.8 2.7 2.7 2.722 2.8 2.7 2.7 2.7 2.7 2.7 2.723 2.7 2.7 2.6 2.6 2.6 2.6 2.6
24 2.6 2.6 2.6 2.6 2.6 2.6 2.625 2.6 2.6 2.5 2.5 2.5 2.5 2.526 2.5 2.5 2.5 2.5 2.5 2.4 2.4
27 2.5 2.5 2.4 2.4 2.4 2.4 2.423 2.4 2.4 2.4 2.4 2.4 2.4 2.4
29 2.4 2.4 2.3 2.3 2.3 2.3 2.3
2.73
12 3.7 3.6 3.6 3.5 3.5 3.5 3.4713 3.6 3.5 3.5 3.4 3.4 3.4 3.37
14 3.5 3.4 3.4 3.3 3.3 3.3 3.2815 3.4 3.3 3.3 3.3 3.2 3.2 3.1916 3.3 3.3 3.2 3.2 3.1 3.1 3.1117 3.3 3.2 3.1 3.1 3.1 3.0 3.0418 3.2 3.1 3.1 3.0 3.0 3.0 2.9719 3.1 3.1 3.0 3.0 2.9 2.9 2.9020 3.1 3.0 3.0 2.9 2.9 2.8 2.8421 3.0 3.0 2.9 2.9 2.8 2.8 2.78
22 3.0 2.9 2.8 2.8 2.8 2.7 2.7323 3.0 2.9 2.8 2.8 2.7 2.7 2.6724 2.9 2.8 2.8 2.7 2.7 2.6 2.6325 2.9 2.8 2.7 2.7 2.6 2.6 2.5826 2.8 2.7 2.7 2.6 2.6 2.5 2.5427 2.8 2.7 2.6 2.6 2.5 2.5 2.4923 2.8 2.7 2.6 2.5 2.5 2.5 2.45
29 2.7 2.6 2.6 2.5 2.5 2.4 2.41
2.84
12 3.7 3.6 3.6 3.5 3.5 3.4 3.4013 3.7 3.6 3.5 3.4 3.4 3.3 3.3214 3.6 3.5 3.4 3.4 3.3 3.3 3.2515 3.5 3.4 3.3 3.3 3.2 3.2 3.18
16 3.5 3.4 3.3 3.2 3.2 3.1 3.1117 3.4 3.3 3.2 3.2 3.1 3.1 3.0518 3.4 3.3 3.2 3.1 3.0 3.0 2.99
19 3.3 3.2 3.1 3.0 3.0 2.9 2.9320 3.3 3.2 3.1 3.0 2.9 2.9 2.8821 3.2 3.1 3.0 2.9 2.9 2.8 2.8222 3.2 3.1 3.0 2.9 2.6 2.8 2.77
2.84
23 3.2 3.0 2.9 2.9 2.8 2.7 2.7224 3.1 3.0 2.9 2.8 2.7 2.7 2.69
25 3.1 3.0 2.8 2.8 2.7 2.6 2.5526 3.0 2.9 2.8 2.7 2.7 2.6 2.6127 3.0 2.9 2.8 2.7 2.6 2.6 2.5723 3.0 2.9 2.7 2.7 2.6 2.5 2.54
29 3.0 2.8 2.7 2.7 2.6 2.5 2.51
2.79
12 3.73 3.70 3.67 3.65 3.62 3.59 3.5913 3.63 3.60 3.57 3.55 3.52 3.49 3.4914 3.54 3.51 3.48 3.46 3.43 3.41 3.4115 3.46 3.42 3.39 3.37 3.34 3.32 3.3216 3.38 3.34 3.30 3.29 3.26 3.24 3.2417 3.31 3.27 3.23 3.21 3.19 3.17 3.1718 3.25 3.20 3.16 3.14 3.11 3.09 3.09
19 3.18 3.13 3.09 3.07 3.04 3.02 3.0220 3.13 3.07 3.03 3.01 2.98 2.96 2.9621 3.07 3.01 2.97 2.95 2.92 2.90 2.9022 3.02 2.96 2.91 2.89 2.86 2.84 2.8423 2.97 2.90 2.85 2.83 2.80 2.78 2.7824 2.93 2.86 2.81 2.78 2.76 2.74 2.7425 2.8S 2.81 2.76 2.73 2.70 2.68 2.6826 2.84 2.77 2.71 2.68 2.65 2.63 2.63
27 2.80 2.73 2.67 2.64 2.61 2.58 2.5828 2.77 2.6S 2.63 2.60 2.57 2.54 2.54
29 2.73 2.65 2.59 2.56 2.52 2.50 2.50
2.97
12 3.7 3.8 3.7 3.7 3.6 3.6 3.5913 3.8 3.7 3.6 3.6 3.5 3.5 3.49
14 3.7 3.6 3.5 3.5 3.4 3.4 3.4015 3.7 3.6 3.5 3.4 3.4 3.3 3.3216 3.6 3.5 3.4 3.4 3.3 3.3 3.25
17 3.5 3.4 3.3 3.3 3.2 3.2 3.1818 3.5 3.4 3.3 3.2 3.2 3.1 3.1219 3.4 3.3 3.2 3.2 3.1 3.1 3.0620 3.4 3.3 3.2 3.1 3.1 3.0 3.0121 3.3 3.2 3.1 3.1 3.0 3.0 2.9622 3.3 3.2 3.1 3.0 3.0 2.9 2.9123 3.3 3.2 3.0 3.0 2.9 2.9 2.8624 3.2 3.1 3.0 3.0 2.9 2.8 2.82
25 3.2 3.1 3.0 2.9 2.8 2.8 2.7826 3.2 3.0 2.9 2.9 2.8 2.7 2.7427 3.1 3.0 2.9 2.8 2.8 2.7 2.7128 3.1 3.0 2.9 2.8 2.7 2.7 2.67
29 3.1 3.0 2.6 2.8 2.7 2.6 2.64
3.01
12 3.9 3.8 3.7 3.7 3.6 3.5 3.5213 3.8 3.7 3.6 3.6 3.5 3.4 3.4414 3.8 3.6 3.6 3.5 3.4 3.4 3.3715 3.7 3.6 3.5 3.4 3.4 3.3 3.3116 3.5 3.5 3.4 3.4 3.3 3.2 3.2417 3.6 3.5 3.4 3.3 3.2 3.2 3.1818 3.5 3.4 3.3 3.3 3.2 3.1 3.13
19 3.5 3.4 3.3 3.2 3.1 3.1 3.0820 3.4 3.3 3.2 3.2 3.1 3.0 3.0321 3.4 3.3 3.2 3.1 3.0 3.0 2.98
22 3.4 3.2 3.1 3.1 3.0 2.9 2.9423 3.3 3.2 3.1 3.0 2.9 2.9 2.8924 3.3 3.2 3.1 3.0 2.9 2.9 2.8625 3.2 3.1 3.0 3.0 2.9 2.8 2.82
3.01
26 3.2 3.1 3.0 2.9 2.8 2.8 2.7827 3.2 3.1 2.9 2.9 2.8 2.8 2.75
28 3.1 3.0 2.9 2.8 2.8 2.7 2.71
29 3.1 3.0 2.9 2.8 2.7 2.7 2.68
2.15
12 3.08 3.04 3.00 2.98 2.95 2.92 2.9213 2.93 2.94 2.90 2.87 2.34 2.82 2.8214 2.90 2.85 2.81 2.79 2.75 2.73 2.73
15 2.81 2.77 2.72 2.70 2.67 2.54 2.5416 2.74 2.59 2.65 2.62 2.59 2.56 2.5617 2.67 2.62 2.58 2.55 2.52 2.49 2.4918 2.60 2.55 2.51 2.48 2.45 2.42 2.4219 2.53 2.48 2.44 2.41 2.38 2.35 2.3520 2.48 2.43 2.38 2.35 2.32 2.29 2.2921 2.42 2.37 2.32 2.29 2.26 2.23 2.23
22 2.37 2.32 2.27 2.24 2.20 2.18 2.1823 2.31 2.26 2.21 2.18 2.15 2.12 2.1224 2.27 2.22 2.17 2.14 2.10 2.08 2.0825 2.22 2.17 2.12 2.09 2.05 2.03 2.0326 2.18 2.12 2.07 2.04 2.00 1.98 1.9827 2.14 2.08 2.03 1.99 1.96 1.93 1.9323 2.10 2.04 1.99 1.95 1.92 1.89 1.89
29 2.06 2.00 1.94 1.91 1.38 1.85 1.85
2.26
12 3.2 3.0 3.0 2.9 2.9 2.9 2.8513 3.1 3.0 2.9 2.8 2.8 2.7 2.7414 3.0 2.9 2.8 2.7 2.7 2.7 2.6515 3.0 2.8 2.7 2.7 2.6 2.6 2.5616 2.9 2.7 2.7 2.6 2.5 2.5 2.49
17 2.8 2.7 2.6 2.5 2.5 2.4 2.4218 2.8 2.7 2.6 2.5 2.4 2.4 2.3719 2.7 2.6 2.5 2.4 2.4 2.3 2.31
20 2.9 2.5 2.5 2.4 2.3 2.3 2.2621 2.7 2.5 2.4 2.4 2.3 2.2 2.2122 2.6 2.5 2.4 2.3 2.2 2.2 2.1623 2.6 2.5 2.3 2.3 2.2 2.1 2.1224 2.5 2.4 2.3 2.2 2.2 2.1 2.0925 2.5 2.4 2.3 2.2 2.1 2.1 2.0526 2.5 2.3 2.2 2.2 2.1 2.0 2.0127 2.4 2.3 2.2 2.1 2.0 2.0 1.98
23 2.4 2.3 2.2 2.1 2.0 2.0 1.95
29 2.4 2.3 2.1 2.1 2.0 1.9 1.92
2.34
12 3.2 3.1 3.0 2.9 2.9 2.8 2.8213 3.1 3.0 2.9 2.8 2.8 2.7 2.72
14 3.1 2.9 2.8 2.7 2.7 2.6 2.6415 3.0 2.9 2.7 2.5 2.6 2.6 2.5616 3.0 2.5 2.7 2.6 2.5 2.5 2.4917 3.0 2.8 2.7 2.6 2.5 2.4 2.4218 2.9 2.8 2.6 2.5 2.4 2.4 2.3619 2.9 2.7 2.6 2.5 2.4 2.3 2.3120 2.S4 2.6 2.5 2.4 2.3 2.3 2.2721 2.8 2.7 2.5 2.4 2.3 2.2 2.22
22 2.8 2.6 2.5 2.4 2.3 2.2 2.1823 2.8 2.6 2.4 2.3 2.2 2.2 2.1524 2.7 2.6 2.4 2.3 2.2 2.1 2.11
25 2.7 2.5 2.4 2.3 2.2 2.1 2.0826 2.7 2.5 2.3 2.3 2.1 2.1 2.0627 2.6 2.5 2.3 2.2 2.1 2.0 2.0323 2.6 2.5 2.3 2.2 2.1 2.0 2.00
2.34
29 2.6 2.4 2.3 2.2 2.1 2.0 1.97
2.38
12 3.3 3.2 3.2 3.2 3.1 3.1 3.1013 3.2 3.1 3.1 3.1 3.0 3.0 3.0114 3.1 3.1 3.0 3.0 3.0 2.9 2.93
15 3.0 3.0 2.9 2.9 2.9 2.4 2.3516 3.0 2.9 2.9 2.8 2.8 2.8 2.7817 2.9 2.8 2.8 2.8 2.7 2.7 2.71
18 2.8 2.8 2.7 2.7 2.7 2.5 2.5419 2.8 2.7 2.7 2.6 2.8 2.6 2.5720 2.7 2.7 2.6 2.6 2.5 2.5 2.5221 2.7 2.6 2.5 2.5 2.5 2.5 2.4622 2.6 2.5 2.5 2.5 2.4 2.4 2.4123 2.6 2.5 2.4 2.4 2.4 2.4 2.3524 2.5 2.5 2.4 2.4 2.3 2.3 2.31
25 2.5 2.4 2.4 2.3 2.6 2.3 2.2626 2.4 2.4 2.3 2.3 2.5 2.2 2.2227 2.4 2.3 2.3 2.2 2.2 2.2 2.1828 2.4 22.8 2.2 2.2 2.2 2.1 2.14
29 2.3 2.3 2.2 2.2 2.1 2.1 2.10
2.49
12 3.4 3.2 3.2 3.1 3.1 3.0 3.0413 3.3 3.2 3.1 3.0 3.0 2.9 2.9414 3.2 3.1 3.0 3.0 2.9 2.9 2.8615 3.2 3.0 2.9 2.9 2.8 2.8 2.7916 3.1 3.0 2.9 2.8 2.8 2.7 2.7217 3.1 2.9 2.8 2.8 2.7 2.7 2.6518 3.0 2.9 2.8 2.7 2.7 2.6 2.6019 3.0 2.8 2.7 2.7 2.6 2.5 2.54
20 2.9 2.8 2.7 2.6 2.6 2.5 2.5021 2.9 2.8 2.6 2.6 2.5 2.5 2.4522 2.9 2.7 2.6 2.5 2.5 2.4 2.41
23 2.8 2.7 2.6 2.5 2.4 2.4 2.3724 2.8 2.7 2.5 2.5 2.4 2.3 2.3425 2.8 2.6 2.5 2.4 2.4 2.3 2.3026 2.7 2.6 2.5 2.4 2.3 2.3 2.2627 2.7 2.6 2.4 2.4 2.3 2.2 2.2328 2.7 2.5 2.4 2.3 2.3 2.2 2.20
29 2.7 2.5 2.4 2.3 2.2 2.2 2.17
2.53
12 3.4 3.2 3.1 3.1 3.0 3.0 2.9913 3.3 3.2 3.1 3.0 3.0 2.9 2.9114 3.3 3.1 3.0 2.9 2.9 2.8 2.8315 3.2 3.1 2.9 2.9 2.8 2.8 2.7616 3.2 3.0 2.9 2.8 2.8 2.7 2.70
17 3.1 3.0 2.8 2.8 2.7 2.8 2.8418 3.1 2.9 2.8 2.7 2.8 2.6 2.5919 3.1 2.9 2.8 2.7 2.6 2.5 2.5420 3.0 2.9 2.7 2.6 2.6 2.5 2.5021 3.0 2.8 2.7 2.6 2.5 2.5 2.4522 3.0 2.8 2.6 2.6 2.5 2.4 2.4123 2.9 2.8 2.6 2.5 2.4 2.4 2.3824 2.9 2.7 2.6 2.5 2.4 2.3 2.34
25 2.9 2.7 2.6 2.5 2.4 2.3 2.3126 2.9 2.7 2.5 2.4 2.3 22.8 22.8027 2.8 2.7 2.5 2.4 2.3 2.3 2.25
28 2.8 2.7 2.5 2.4 2.3 2.2 2.22
29 2.8 2.6 2.5 2.4 2.3 2.2 2.19
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 14.2 13.5 0.51 13.8
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 13 12 0.72 12.4
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 9.9 9.1 0.58 9.41
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 11.6 11.1 0.36 11.3
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 10.3 9.7 0.43 9.93
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 7.9 7.4 0.36 7.6
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.59 2.57 0.01 2.58
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.75 2.71 0.03 2.73
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.88 2.82 0.04 2.84
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.81 2.78 0.02 2.79
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 3.01 2.95 0.04 2.97
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 3.05 2.99 0.04 3.01
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.17 2.14 0.02 2.15
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.3 2.23 0.05 2.26
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.39 2.3 0.07 2.34
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.39 2.37 0.01 2.38
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.53 2.47 0.04 2.49
Intervalo 4 5Velor propuesto k K1 K2 a2 a1 m T.E.
24.00 5.00 4.16 5.54 2.58 2.49 0.07 2.53
Seleccion de abaco de Erosion segun sea Con Banquina o Sin BanquinaEjes Simples Ejes Tandem Ejes Tridem
Repeticion Admisible Repeticion Admisible Repeticion AdmisibleSin BanquinaCon BanquinaSin BanquinaCon Banquina Sin Banquina
362,157 23,242 162,181 10,684 199,323565,383 35,649 262,385 16,958 336,268914,705 56,585 442,656 28,022 596,316
1,543,155 93,502 784,979 48,576 1,123,3162,736,532 162,086 1,478,713 89,236 2,280,1045,154,972 297,759 3,001,487 176,117 5,087,632
10,728,228 654,849 6,697,266 380,663 14,754,89937,260,590 1,723,725 22,601,273 1,071,928 80,766,029
ilimitado 8,480,242 ilimitado 5,889,745 ilimitadoilimitado ilimitado ilimitado ilimitado ilimitado
INTERPOLACION PARA ENCONTRAR k COMBINADO SUBRASANTE SUBBASEk CombinadoSub base granular
6.93
Modulo de Reacción de la Combinación Subrasante-sub-baseSub-bases granulares
K subrasante [kg/cm3]1 2
1 1.42 2.83 5.54 8.3
in1in2
10152030
Seleccion de abaco de Erosion segun sea Con Banquina o Sin BanquinaEjes Tridem
Repeticion AdmisibleCon Banquina
13,008 14.4021,494 13.2037,261 12.0068,449 10.80
135,092 9.60291,991 8.40835,755 7.20
3,559,879 6.00ilimitado 4.80ilimitado 4.00
INTERPOLACION PARA ENCONTRAR k COMBINADO SUBRASANTE SUBBASE
Sub base cementada21.41
Modulo de Reacción de la Combinación Subrasante-sub-baseSub-bases granulares Sub-bases tratadas con cemento
Modulo de reacción combinado [kg / cm3]
3 4 5 6 7 210 15 20 30
1 1.8 2.1 2.4 3 1 1.42 3.6 3.9 4.4 5.3 2 2.83 6.1 6.4 7.5 8.9 3 5.54 8.9 9.1 10.2 11.9 4 -23
k1 2.8 k1k2 5.5 k2kc1 3.6 3.9 4.4 5.3 kc1kc2 6.1 6.4 7.5 8.9 kc2Kc 5.64 5.94 6.93 8.23 Kc
2345
Valores de Ejes Tridem para entrar a
los abacos de Fatiga y Erosion (Carga/3)
Modulo de Reacción de la Combinación Subrasante-sub-base
K subrasante [kg/cm3]
Espesor de la sub-base [cm]
INTERPOLACION PARA ENCONTRAR k COMBINADO SUBRASANTE SUBBASE
Sub-bases tratadas con cementoModulo de reacción combinado [kg / cm3]
3 4 5 610 15 20 304.7 6.4 8.6 10.87.8 11.1 14.4 17.713 17.7 23 00 0 0 0
2.85.57.8 11.1 14.4 17.713 17.7 23 0
12.04 16.48 21.41 3.28
Modulo de Reacción de la Combinación Subrasante-sub-base
Espesor de la sub-base [cm]