Page 180 - construcción presa Chamata
P. 180
Rock Passive wedge resistance (kN) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 40
Uplift Final Force (kN) 20.6 96.8 214.5 373.8 407.2 555.4 724.3 913.9 1124.4 1355.5 1607.5 1880.2 2173.7 2487.9 2822.9 3178.6 3555.2 7028.1 7995.2 9035.9 10681.7
Position (% of joint) 48.920 45.373 45.071 45.764 45.951 46.589 47.193 47.744 48.239 48.683 49.081 49.447 49.802 50.154 50.504 50.853 51.198 55.851 56.673 57.480 59.757
Resultants Moment (kN·m) -3.0 -74.7 -206.4 -352.8 -663.3 -897.1 -1108.0 -1270.9 -1360.5 -1351.8 -1219.4 -922.5 -391.2 447.0 1664.9 3335.1 5530.0 24765.0 32370.1 41275.6 57505.8
Shear (kN) 2.6 40.6 123.6 251.6 424.6 642.5 905.3 1213.1 1565.9 1963.7 2408.2 2916.2 3491.4 4133.8 4843.5 5620.4 6464.5 7376.0 8354.6 9325.8 10229.6
-12996.7
-11412.7
-10255.0
-11585.6
-14034.8
-13485.1
-12436.0
Normal
-5738.7
-4811.0
-3963.4
-9005.1
-7835.7
-6746.9
-3195.7
-1373.0
-1900.6
-2508.1
-261.2
-516.8
-831.6
-64.8
(kN)
Cuadro Nº 3.17 P O S T - S E I S M I C C O M B I N A T I O N ( S T A B I L I T Y A N A L Y S I S ) Uplifting 4.152 3.699 3.410 3.226 4.373 4.424 4.464 4.498 4.526 4.551 4.571 4.590 4.606 4.621 4.634 4.646 4.657 2.625 2.556 2.493 2.315 1.100
Safety factors Overturning Toward Toward D/S U/S 3.371 5.625 2.988 4.674 2.662 4.258 2.441 4.056 2.859 6.086 2.779 6.227 2.714 6.343 2.661 6.439 2.617 6.520 2.580 6.589 2.548 6.648 2.520 6.701 2.494 6.751 2.470 6.798 2.446 6.845 2.422 6.890 2.400 6.934 1.712 3.721 1.670 3.642 1.632 3.567 1.541 3.244 1.100 1.100
Residual 25.274 6.430 4.180 3.305 3.234 2.958 2.770 2.634 2.531 2.450 2.383 2.314 2.244 2.178 2.117 2.061 2.010 1.547 1.489 1.446 1.372 1.100
Sliding
Peak 52.944 13.469 8.756 6.924 6.775 6.170 5.669 5.225 4.871 4.599 4.380 4.177 3.989 3.820 3.668 3.534 3.414 2.711 2.592 2.503 2.369 2.000
Joint Upstream elevation (m) 44.000 41.800 39.600 37.400 35.200 33.000 30.800 28.600 26.400 24.200 22.000 19.800 17.600 15.400 13.200 11.000 8.800 6.600 4.400 2.200 Base Required:
ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
