CALCULO DE LA CURVA MASA

ESTElevaciones Espesores Áreas

Terreno Subrasante Corte Terraplen Corte Terramplen

0+000 981.5798 985.0000 3.420+020 982.1981 986.2719 4.07 32.080+040 983.2251 987.5437 4.32 37.090+060 984.2108 988.8156 4.6 40.620+080 986.1458 990.0000 3.85 33.210+100 987.5538 991.3593 3.81 33.610+120 988.4525 992.6311 4.18 35.460+140 990.1743 993.9030 3.73 29.570+160 992.4726 995.1748 2.7 20.970+180 993.7182 996.4467 2.73 19.920+200 994.6945 997.1785 2.48 23.860+220 996.1819 998.9904 2.81 21.440+240 997.5555 1000.2622 2.71 20.990+260 999.1091 1001.5341 2.42 18.470+280 1000.5116 1002.8059 2.29 15.240+300 1002.1757 1004.7780 2.6 18.510+320 1003.8098 1005.3496 1.54 7.760+340 1006.6215 1006.6215 0 0.000+360 1008.7536 1007.2201 1.53 17.590+380 1010.8824 1007.8186 3.06 36.590+400 1012.7793 1008.4172 4.36 56.000+420 1014.7667 1009.0314 5.74 78.590+440 1015.6078 1009.6300 5.98 78.080+460 1015.8431 1010.2285 5.61 73.640+480 1016.4456 1010.8271 5.62 70.670+500 1017.0028 1011.4256 5.58 71.440+520 1016.7000 1012.0242 4.68 60.870+540 1016.8793 1012.6070 4.27 49.080+560 1016.5005 1013.2056 3.29 36.680+580 1016.1205 1013.8041 2.32 26.340+600 1015.8790 1014.4027 1.48 12.340+620 1015.0012 1015.0120 0.01 1.140+640 1014.8109 1014.4705 0.34 1.840+660 1014.8032 1013.4090 1.39 10.610+680 1014.1131 1014.2001 0.09 2.030+700 1013.5228 1012.8782 0.64 4.250+720 1012.3142 1012.3475 0.03 1.610+740 1011.6151 1011.8168 0.2 3.16

0+760 1011.4877 1011.6177 0.13 3.580+780 1010.7523 1011.7503 1 7.680+800 1010.2359 1006.2201 0 0.000+820 1010.3301 1012.1550 1.82 9.250+840 1011.5371 1012.1481 0.61 2.870+860 1011.8321 1012.1481 0.32 0.32 1.81 1.210+880 1012.4133 1006.2201 0.00 0 0.00 0.000+900 1012.1554 1011.6633 0.49 0.49 0.15 0.190+920 1010.3159 1010.9132 0.60 0.6 0.76 1.950+940 1009.4215 1010.1632 0.74 6.630+960 1008.1558 1009.4131 1.26 11.590+980 1006.5775 1008.6630 2.09 17.87

0+1000 1006.0514 1007.9130 1.86 11.760+1020 1007.3345 1007.1630 0.17 0.17 0.10 2.340+1040 1006.4129 1006.4129 0.00 0 0.00

CALCULO DE LA CURVA MASA

A1 + A2semi distancia

VolumenesVolumenes abundados

Corte Terraplen Corte Terraplen Corte

1.10 0.000.00 32.08 10.00 0.00 320.8 1.10 0.000.00 69.17 10.00 0.00 691.7 1.10 0.000.00 77.71 10.00 0.00 777.1 1.10 0.000.00 73.83 10.00 0.00 738.3 1.10 0.000.00 66.82 10.00 0.00 668.2 1.10 0.000.00 69.07 10.00 0.00 690.7 1.10 0.000.00 65.03 10.00 0.00 650.3 1.10 0.000.00 50.54 10.00 0.00 505.4 1.10 0.000.00 40.89 10.00 0.00 408.9 1.10 0.000.00 43.78 10.00 0.00 437.8 1.10 0.000.00 45.30 10.00 0.00 453 1.10 0.000.00 42.43 10.00 0.00 424.3 1.10 0.000.00 39.46 10.00 0.00 394.6 1.10 0.000.00 33.71 10.00 0.00 337.1 1.10 0.000.00 33.75 10.00 0.00 337.5 1.10 0.000.00 26.27 10.00 0.00 262.7 1.10 0.000.00 7.76 10.00 0.00 77.6 1.10 0.00

17.59 0.00 10.00 175.90 0 1.10 193.4954.18 0.00 10.00 541.80 0 1.10 595.9892.59 0.00 10.00 925.90 0 1.10 1018.49

134.59 0.00 10.00 1345.90 0 1.10 1480.49156.67 0.00 10.00 1566.70 0 1.10 1723.37151.72 0.00 10.00 1517.20 0 1.10 1668.92144.31 0.00 10.00 1443.10 0 1.10 1587.41142.11 0.00 10.00 1421.10 0 1.10 1563.21132.31 0.00 10.00 1323.10 0 1.10 1455.41109.95 0.00 10.00 1099.50 0 1.10 1209.45

85.76 0.00 10.00 857.60 0 1.10 943.3663.02 0.00 10.00 630.20 0 1.10 693.2238.68 0.00 10.00 386.80 0 1.10 425.4813.48 0.00 10.00 134.80 0 1.10 148.28

2.98 0.00 10.00 29.80 0 1.10 32.7812.45 0.00 10.00 124.50 0 1.10 136.9510.61 2.03 10.00 106.10 20.3 1.10 116.71

4.25 2.03 10.00 42.50 20.3 1.10 46.754.25 1.61 10.00 42.50 16.1 1.10 46.750.00 4.77 10.00 0.00 47.7 1.10 0.00

Factor de abundamiento

0.00 6.74 10.00 0.00 67.4 1.10 0.000.00 11.26 10.00 0.00 112.6 1.10 0.000.00 7.68 10.00 0.00 76.8 1.10 0.000.00 9.25 10.00 0.00 92.5 1.10 0.000.00 12.12 10.00 0.00 121.2 1.10 0.001.81 4.08 10.00 18.10 40.8 1.10 19.911.81 1.21 10.00 18.10 12.1 1.10 19.910.15 0.19 10.00 1.50 1.93 1.10 1.650.91 2.14 10.00 9.10 21.43 1.10 10.01

8.58 10.00 0.00 85.8 1.10 0.0018.22 10.00 0.00 182.2 1.10 0.0029.46 10.00 0.00 294.6 1.10 0.0029.63 10.00 0.00 296.3 1.10 0.0014.10 10.00 0.00 141 1.10 0.002.34 10.00 0.00 23.4 1.10 0.00

CALCULO DE LA CURVA MASA

Volumenes abundados suma algebraica de volúmenes

Terraplen Corte Terraplen

0.00 15000.00352.88 352.88 14647.12760.87 760.87 13886.25854.81 854.81 13031.44812.13 812.13 12219.31735.02 735.02 11484.29759.77 759.77 10724.52715.33 715.33 10009.19555.94 555.94 9453.25449.79 449.79 9003.46481.58 481.58 8521.88498.30 498.3 8023.58466.73 466.73 7556.85434.06 434.06 7122.79370.81 370.81 6751.98371.25 371.25 6380.73288.97 288.97 6091.7685.36 85.36 6006.400.00 193.49 6199.890.00 595.98 6795.870.00 1018.49 7814.360.00 1480.49 9294.850.00 1723.37 11018.220.00 1668.92 12687.140.00 1587.41 14274.550.00 1563.21 15837.760.00 1455.41 17293.170.00 1209.45 18502.620.00 943.36 19445.980.00 693.22 20139.200.00 425.48 20564.680.00 148.28 20712.960.00 32.78 20745.740.00 136.95 20882.69

22.33 94.38 20977.0722.33 24.42 21001.4917.71 29.04 21030.5352.47 52.47 20978.06

ordenadas de la curva masa

74.14 74.14 20903.92123.86 123.86 20780.0684.48 84.48 20695.58

101.75 101.75 20593.83133.32 133.32 20460.5144.88 24.97 20435.5413.31 6.60 20442.142.12 0.47 20441.67

23.57 13.56 20428.1194.38 94.38 20333.73

200.42 200.42 20133.31324.06 324.06 19809.25325.93 325.93 19483.32155.10 155.1 19328.2225.74 25.74 19302.48