TESIS DE CARRETERAS MEXICO

Las áreas de corte y terraplén son obtenidas del calculo anterior de las áreas de secciones.En la ultima casilla de O.C.M. se da un valor arbitrario y se restan o suman los valores de corte o terraplén.Est. Elev. Tangente verticalA R E A SA1 + A2Curvavertical Elevación Espesores Corte Terraplén Corte Terraplénterreno Pendiente Cotas corrección subrasante Corte Terraplén 1 90% 1 90%0+00 115.2 0.5% 115.2 0.0 115.2 0.325 0.525 9.57 10.50 9.57 10.500+020 115.1 0.5% 115.1 0.0 115.1 0.400 0.550 10.52 11.00 20.09 21.500+040 115.0 0.5% 115.0 0.0 115.0 0.460 0.625 10.93 12.50 21.45 23.500+060 114.8 0.5% 114.8 0.0 114.8 0.625 0.575 12.50 11.50 23.43 24.000+080 114.6 0.5% 114.6 0.0 114.6 0.615 0.560 12.3 9.60 24.80 21.100+100 114.6 0.5% 114.6 0.0 114.6 0.550 0.575 11 8.91 23.30 18.510+120 114.5 0.5% 114.5 0.0 114.5 0.505 0.520 10.10 8.06 21.10 16.970+140 114.5 0.5% 114.5 0.0 114.5 0.495 0.455 9.90 6.01 20.00 14.070+160 114.4 0.5% 114.4 0.0 114.4 0.390 0.300 7.80 7.15 17.70 13.160+180 114.3 0.5% 114.3 0.0 114.3 0.300 0.260 6.00 5.22 13.80 12.370+200 114.7 0.5% 114.7 0.0 114.7 0.00 0.800 18.53 0.00 24.53 5.22Ordenada de Curva Masa.V O L U M E N Coef. Variab. Vol. Increm. Suma algebraica Ordenada65