UNIVERSIDAD NACIONAL DE SAN ANTONIO ABAD DEL CUSCOFACULTAD DE INGENIERIA CIVIL

CARRERA PROFECIONAL DE INGENIERIA CIVIL

Linea de Transporte- Caminos II

Diagrama de masas

DOCENTE: Ing. Isaac Loza.

ASIGNATURA: Caminos II

INTEGRANTES:

Katherine Astrid Llerena Torreblanca 100981

Sequeiros Miranda Marco Antonio 010439

Ochoa García Marvin 092999

Pacheco Dueñas Aryol 090619

Cusco, Enero del 2013

Cálculos

progresiva distancia

areas volumenesk

volumen de

corteacumulado

relleno corte relleno corte0+00 0 0 0.86 1.44 0 0

tierra suelta coeficiente 15%

20% 0 00+020 20 20 0.54 1.2 14 26.4 20% 31.68 17.680+040 40 20 0 3.1 5.4 43 20% 51.6 63.880+060 60 20 0 5.31 0 84.1 20% 100.92 164.80+080 80 10 0 7.9 0 66.05 20% 79.26 244.060+090 90 10 0 7.31 0 76.05 20% 91.26 335.320+100 100 10 0.29 2.26 1.45 47.85 20% 57.42 391.290+110 110 10 0.34 3.01 3.15 26.35 20% 31.62 419.760+120 120 10 0.66 6.84 5 49.25 20% 59.1 473.860+130 130 10 0 18.35 3.3 125.95 20% 151.14 621.70+140 140 10 0 14.92 0 166.35 20% 199.62 821.320+150 150 10 0 9.48 0 122 20% 146.4 967.720+160 160 20 0 6.88 0 163.6 20% 196.32 1164.040+180 180 10 0 6.43 0 66.55 20% 79.86 1243.90+190 190 10 0 5.77 0 61 20% 73.2 1317.10+200 200 10 0 6.35 0 60.6 20% 72.72 1389.820+210 210 10 0 10.56 0 84.55 20% 101.46 1491.280+220 220 20 0 10.97 0 215.3 20% 258.36 1749.640+240 240 20 0 15.82 0 267.9 20% 321.48 2071.120+260 260 10 0 15.67 0 157.45 20% 188.94 2260.060+270 270 10 0 15.06 0 153.65 20% 184.38 2444.440+280 280 20 0 20.4 0 354.6 20% 425.52 2869.960+300 300 10 0 14.9 0 176.5 20% 211.8 3081.760+310 310 10 0 13.11 0 140.05 20% 168.06 3249.820+320 320 20 0 10.4 0 235.1 20% 282.12 3531.940+340 340 20 0 6.9 0 173 20% 207.6 3739.540+360 360 20 0 8.14 0 150.4 20% 180.48 3920.020+380 380 20 0 6.98 0 151.2 20% 181.44 4101.460+400 400 10 0 8.3 0 76.4 20% 91.68 4193.140+410 410 10 0 7.64 0 79.7 20% 95.64 4288.780+420 420 10 0 6.66 0 71.5 20% 85.8 4374.580+430 430 10 0 12.39 0 95.25 20% 114.3 4488.880+440 440 20 0 12.53 0 249.2 20% 299.04 4787.920+460 460 10 0 14.36 0 134.45 20% 161.34 4949.260+470 470 10 0 17.39 0 158.75 20% 190.5 5139.760+480 480 10 0 17.95 0 176.7 20% 212.04 5351.8

0+490 490 10 0 12.79 0 153.7 20% 184.44 5536.240+500 500 10 0 12.89 0 128.4 20% 154.08 5690.320+510 510 10 0 13.09 0 129.9

roca dura

coeficiente 50%

50% 194.85 5885.170+520 520 20 0 14.06 0 271.5 50% 407.25 6292.420+540 540 10 0 13.19 0 136.25 50% 204.375 6496.7950+550 550 10 0 14.48 0 138.35 50% 207.525 6704.320+560 560 20 0 11.48 0 259.6 50% 389.4 7093.720+580 580 20 0 7.87 0 193.5 50% 290.25 7383.970+600 600 20 0 7.36 0 152.3 50% 228.45 7612.420+620 620 10 0 4.05 0 57.05 50% 85.575 7697.9950+630 630 10 1.44 8.79 7.2 64.2 50% 96.3 7787.0950+640 640 20 6.07 6.53 75.1 153.2 50% 229.8 7941.7950+660 660 20 0 17.37 60.7 239 50% 358.5 8239.5950+680 680 20 0 18.36 0 357.3 50% 535.95 8775.5450+700 700 10 0 18.33 0 183.45 50% 275.175 9050.720+710 710 10 0 20.93 0 196.3 50% 294.45 9345.170+720 720 10 0 13.96 0 174.45 50% 261.675 9606.8450+730 730 10 0 14.99 0 144.75 50% 217.125 9823.970+740 740 20 0 15.41 0 304 50% 456 10279.970+760 760 10 0 9.82 0 126.15 50% 189.225 10469.1950+770 770 10 0 5.29 0 75.55 50% 113.325 10582.520+780 780 20 0 10.82 0 161.1 50% 241.65 10824.170+800 800 10 0 7.28 0 90.5 50% 135.75 10959.920+810 810 10 0 7.23 0 72.55 50% 108.825 11068.7450+820 820 10 0 10.89 0 90.6 50% 135.9 11204.6450+830 830 10 0 10.25 0 105.7

roca

sue

lta

coefi

cien

te 3

0%

30% 137.41 11342.0550+840 840 10 0 14.49 0 123.7 30% 160.81 11502.8650+850 850 10 0 11.48 0 129.85 30% 168.805 11671.670+860 860 20 0 5.81 0 172.9 30% 224.77 11896.440+880 880 20 0 4.45 0 102.6 30% 133.38 12029.820+900 900 30 0 9.26 0 205.65 30% 267.345 12297.1650+930 930 10 0 7.37 0 83.15 30% 108.095 12405.260+940 940 20 0 7.04 0 144.1 30% 187.33 12592.590+960 960 20 0 7.24 0 142.8 30% 185.64 12778.230+980 980 20 0 9.4 0 166.4 30% 216.32 12994.550+1000 1000 10 0.04 4.63 0.2 70.15 30% 91.195 13085.545

0 200 400 600 800 1000 12000

2000

4000

6000

8000

10000

12000

14000

diagrama de masa

PROGRESIVAS

VOLU

MEN

area= 400000m2

6200000 m4

D.N.T 473.805256 m

200 m

2000m

13+52

=15.5