Page 179 - construcción presa Chamata
P. 179

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   39




                              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   4085.1   4720.0   5396.4   6393.0




                                 Position           (% of joint)   54.515   57.744   60.350   62.227   60.649   60.903   60.979   60.944   60.838   60.688   60.512   60.337   60.191   60.085   60.022   60.001   60.021   60.311   60.735   61.178   62.784







                              Resultants   Moment         (kN·m)   12.4   124.1   429.2   1007.5   1727.6   2839.6   4292.7   6111.2   8315.2   10922.5   13950.1   17440.8   21473.7   26132.8   31509.9   37707.3   44839.0   53738.0   64392.9   76661.7   96210.2




                                 Shear           (kN)   38.5   181.3   390.2   655.1   970.7   1334.3   1744.0   2198.4   2696.7   3238.5   3827.5   4486.2   5217.5   6022.6   6903.3   7861.5   8899.1   10017.4   11217.4   12416.7   13515.8



                                                                                    -12740.8
                                                                                      -14068.9
                                                                               -10056.1
                                                                                 -11359.0
                                                                                              -17928.3
                                                                                            -16771.0
                                                                                         -15391.8
                                 Normal
                                                                     -5633.4
                                                                  -4724.7
                                                               -3894.1
                                                                            -8832.2
                                                                          -7687.1
                                                                       -6620.9
                                                             -3141.6
                                                     -1352.5
                                                        -1870.8
                                                          -2467.1
                                              -257.8
                                                -509.4
                                                   -818.5
                                           -64.1
                                        (kN)
                    Cuadro Nº 3.16     SEISMIC #2 COMBINATION - SUSTAINED ACCELERATIONS (STABILITY ANALYSIS)   Uplifting               3.884   3.487   3.229   3.063   4.065   4.106   4.139   4.166   4.188   4.207   4.223   4.238   4.251   4.263   4.273   4.283   4.292   4.171   4.013   3.879   3.612      1.100


                              Safety factors   Overturning   Toward   Toward   D/S   U/S           2.625   5.598   2.032   5.252   1.799   5.004   1.680   4.831   1.874   7.022   1.856   7.129   1.848   7.190   1.847   7.223   1.849   7.238   1.854   7.242   1.860   7.237   1.867   7.230   1.873   7.223   1.877   7.220   1.880   7.219   1.881   7.222   1.881   7.228   1.854   6.996   1.818   6.702   1.785   6.463   1.708   5.759   1.100   1.100


                                      Residual       1.665   1.422   1.306   1.250   1.393   1.402   1.415   1.429   1.444   1.459   1.472   1.476   1.473   1.466   1.457   1.445   1.432   1.404   1.372   1.351   1.326   1.000
                                 Sliding



                                       Peak       3.488   2.979   2.735   2.618   2.884   2.833   2.790   2.756   2.730   2.710   2.691   2.659   2.620   2.576   2.531   2.484   2.439   2.375   2.306   2.257   2.201   1.300





                               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:



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