| 
Z | 
0 | 
0.1 | 
0.2 | 
0.3 | 
0.4 | 
0.5 | 
0.6 | 
0.7 | 
0.8 | 
0.9 | 
| 
0.0 | 
0.5000 | 
0.5040 | 
0.5080 | 
0.5120 | 
0.5160 | 
0.5239 | 
0.5279 | 
0.5319 | 
0.5359 | 
0.5359 | 
| 
0.1 | 
0.5398 | 
0.5438 | 
0.5478 | 
0.5517 | 
0.5557 | 
0.5596 | 
0.5636 | 
0.5675 | 
0.5714 | 
0.5753 | 
| 
0.2 | 
0.5793 | 
0.5832 | 
0.5871 | 
0.5910 | 
0.5948 | 
0.5897 | 
0.6026 | 
0.6064 | 
0.6103 | 
0.6141 | 
| 
0.3 | 
0.6179 | 
0.6217 | 
0.6255 | 
0.6293 | 
0.6331 | 
0.6368 | 
0.6406 | 
0.6443 | 
0.6480 | 
0.6517 | 
| 
0.4 | 
0.6554 | 
0.6591 | 
0.6628 | 
0.6664 | 
0.6700 | 
0.6736 | 
0.6772 | 
0.6808 | 
0.6844 | 
0.6879 | 
| 
0.5 | 
0.6915 | 
0.6950 | 
0.6985 | 
0.7019 | 
0.7054 | 
0.7088 | 
0.7123 | 
0.7157 | 
0.7190 | 
0.7224 | 
| 
0.6 | 
0.7257 | 
0.7291 | 
0.7324 | 
0.7357 | 
0.7389 | 
0.7422 | 
0.7454 | 
0.7486 | 
0.7517 | 
0.7549 | 
| 
0.7 | 
0.7580 | 
0.7611 | 
0.7642 | 
0.7643 | 
0.7704 | 
0.7734 | 
0.7764 | 
0.7794 | 
0.7823 | 
0.7852 | 
| 
0.8 | 
0.7881 | 
0.7910 | 
0.7939 | 
0.7967 | 
0.7995 | 
0.8023 | 
0.8051 | 
0.8078 | 
0.8106 | 
0.8133 | 
| 
0.9 | 
0.8159 | 
0.8186 | 
0.8212 | 
0.8238 | 
0.8264 | 
0.8289 | 
0.8315 | 
0.8340 | 
0.8365 | 
0.8389 | 
| 
1.0 | 
0.8413 | 
0.8438 | 
0.8461 | 
0.8485 | 
0.8508 | 
0.8531 | 
0.8554 | 
0.8577 | 
0.8599 | 
0.8621 | 
| 
1.1 | 
0.8643 | 
0.8665 | 
0.8686 | 
0.8708 | 
0.8729 | 
0.8749 | 
0.8770 | 
0.8790 | 
0.8810 | 
0.8830 | 
| 
1.2 | 
0.8849 | 
0.8869 | 
0.8888 | 
0.8907 | 
0.8925 | 
0.8944 | 
0.8962 | 
0.8980 | 
0.8997 | 
0.9015 | 
| 
1.3 | 
0.9032 | 
0.9049 | 
0.9066 | 
0.9092 | 
0.9099 | 
0.9115 | 
0.9131 | 
0.9147 | 
0.9162 | 
0.9177 | 
| 
1.4 | 
0.9192 | 
0.9207 | 
0.9222 | 
0.9236 | 
0.9251 | 
0.9265 | 
0.9279 | 
0.9292 | 
0.9306 | 
0.9319 | 
| 
1.5 | 
0.9332 | 
0.9345 | 
0.9357 | 
0.9370 | 
0.9392 | 
0.9394 | 
0.9406 | 
0.9418 | 
0.9429 | 
0.9441 | 
| 
1.6 | 
0.9452 | 
0.9463 | 
0.9474 | 
0.9484 | 
0.9495 | 
0.9505 | 
0.9515 | 
0.9525 | 
0.9535 | 
0.9545 | 
| 
1.7 | 
0.9554 | 
0.9564 | 
0.9573 | 
0.9582 | 
0.9591 | 
0.9599 | 
0.9608 | 
0.9616 | 
0.9625 | 
0.9633 | 
| 
1.8 | 
0.9641 | 
0.9649 | 
0.9656 | 
0.9664 | 
0.9671 | 
0.9678 | 
0.9678 | 
0.9693 | 
0.9699 | 
0.9706 | 
| 
1.9 | 
0.9713 | 
0.9719 | 
0.9725 | 
0.9732 | 
0.9738 | 
0.9744 | 
0.9750 | 
0.9756 | 
0.9761 | 
0.9767 | 
| 
2.0 | 
0.9772 | 
0.9778 | 
0.9783 | 
0.9788 | 
0.9793 | 
0.9798 | 
0.9803 | 
0.9908 | 
0.9812 | 
0.9817 | 
| 
2.1 | 
0.9821 | 
0.9826 | 
0.9830 | 
0.9834 | 
0.9838 | 
0.9842 | 
0.9946 | 
0.9850 | 
0.9854 | 
0.9857 | 
| 
2.2 | 
0.9861 | 
0.9864 | 
0.9868 | 
0.9871 | 
0.9875 | 
0.9878 | 
0.9881 | 
0.9884 | 
0.9887 | 
0.9890 | 
| 
2.3 | 
0.9893 | 
0.9896 | 
0.9898 | 
0.9901 | 
0.9904 | 
0.9906 | 
0.9909 | 
0.9911 | 
0.9913 | 
0.9916 | 
| 
2.4 | 
0.9918 | 
0.9920 | 
0.9922 | 
0.9925 | 
0.9927 | 
0.9929 | 
0.9931 | 
0.9932 | 
0.9934 | 
0.9936 | 
| 
2.5 | 
0.9938 | 
0.9940 | 
0.9941 | 
0.9943 | 
0.9945 | 
0.9946 | 
0.9948 | 
0.9949 | 
0.9951 | 
0.9952 | 
| 
2.6 | 
0.9953 | 
0.9955 | 
0.9956 | 
0.9957 | 
0.9959 | 
0.9960 | 
0.9961 | 
0.9962 | 
0.9963 | 
0.9964 | 
| 
2.7 | 
0.9965 | 
0.9966 | 
0.9957 | 
0.9968 | 
0.9969 | 
0.9970 | 
0.9971 | 
0.9972 | 
0.9973 | 
0.9974 | 
| 
2.8 | 
0.9974 | 
0.9975 | 
0.9976 | 
0.9977 | 
0.9977 | 
0.9978 | 
0.9979 | 
0.9979 | 
0.9980 | 
0.9981 | 
| 
2.9 | 
0.9981 | 
0.0000 | 
0.9982 | 
0.9983 | 
0.9984 | 
0.9984 | 
0.9985 | 
0.9985 | 
0.9986 | 
0.9986 | 
| 
3.0 | 
0.9987 | 
0.9987 | 
0.9987 | 
0.9988 | 
0.9988 | 
0.9989 | 
0.9989 | 
0.9989 | 
0.9990 | 
0.9990 | 
| 
3.1 | 
0.9990 | 
0.9991 | 
0.9991 | 
0.9991 | 
0.9992 | 
0.9992 | 
0.9992 | 
0.9992 | 
0.9993 | 
0.9993 | 
| 
3.2 | 
0.9993 | 
0.9993 | 
0.9994 | 
0.9994 | 
0.9994 | 
0.9994 | 
0.9994 | 
0.9995 | 
0.9995 | 
0.9995 | 
| 
3.3 | 
0.9995 | 
0.9995 | 
0.9995 | 
0.9960 | 
0.9996 | 
0.9996 | 
0.9996 | 
0.9996 | 
0.9996 | 
0.9997 | 
| 
3.4 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9997 | 
0.9998 | 
Labels
- CARACTERÍSTICAS DE LA SUBRASANTE
- CARACTERIZACIÓN DEL TRÁNSITO
- CONCEPTOS DE CONFIABILIDAD
- CONCEPTOS DE DESEMPEÑO DE PAVIMENTOS
- CONDICIONES ACTUALES DE LOS PAVIMENTOS EN CENTROAMERICA
- DISEÑO DE PAVIMENTOS FLEXIBLES
- DISEÑO DE PAVIMENTOS RÍGIDOS
- Drenaje
- INTRODUCCIÓN Y DESARROLLO DEL MÉTODO DE DISEÑO AASHTO 93
- MATERIALES PARA PAVIMENTOS
- Pavimentos
- Prologo
miércoles, 23 de mayo de 2012
Distribución de variación (IV)
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