Page 175 - construcción presa Chamata
P. 175
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 35
Uplift Final Force (kN) 79.4 182.0 326.2 511.8 523.8 685.2 867.3 1070.2 1293.8 1538.2 1803.4 2089.3 2395.9 2723.4 3071.6 3440.6 3830.3 4373.5 5132.7 6232.8 7295.6
Position (% of joint) 52.536 52.174 53.731 55.032 53.505 53.790 54.005 54.172 54.305 54.413 54.503 54.588 54.686 54.803 54.940 55.092 55.257 55.616 55.976 56.194 57.673
Resultants Moment (kN·m) 8.6 34.0 146.5 391.2 563.0 979.4 1557.0 2321.3 3297.2 4510.1 5985.0 7762.9 9913.8 12510.2 15624.6 19329.8 23698.3 29510.1 35909.4 41647.0 56688.4
Shear (kN) 27.7 126.1 269.6 457.9 691.3 969.6 1292.9 1661.1 2074.3 2532.5 3037.5 3605.8 4241.4 4944.2 5714.3 6551.6 7456.2 8428.0 9465.2 10460.1 11358.5
Cuadro Nº 3.12 F L O O D 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 ) Normal Uplifting (kN) -78.8 1.993 -250.2 2.375 -480.9 2.475 -770.9 2.507 -1335.3 3.550 -1851.1 3.703 -2447.0 3.823 -3122.9 3.919 -3878.8 3.999 -4714.8 4.066 -5630.8 4.124 -6627.3 4.173 -7704.4 4.217 -8862.1 4.255 -10100.3 4.290 -11419.2 4.320 -12818.6 4.348 -14165.
Safety factors Overturning Toward Toward D/S U/S 1.673 2.565 1.804 3.152 1.766 3.377 1.725 3.487 2.064 5.477 2.077 5.764 2.086 5.982 2.092 6.150 2.098 6.285 2.102 6.395 2.106 6.486 2.109 6.563 2.111 6.633 2.111 6.696 2.109 6.755 2.106 6.811 2.101 6.863 2.066 6.678 2.009 6.131 1.937 5.207 1.853 4.741 1.100 1.100
Residual 2.848 1.984 1.784 1.683 1.932 1.909 1.893 1.880 1.870 1.862 1.854 1.838 1.816 1.792 1.768 1.743 1.719 1.681 1.627 1.570 1.548 1.300
Sliding
Peak 5.966 4.156 3.737 3.526 4.046 3.985 3.869 3.740 3.618 3.512 3.422 3.331 3.239 3.152 3.071 2.995 2.926 2.839 2.735 2.633 2.580 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
