Page 178 - construcción presa Chamata
P. 178

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   38




                              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)   60.211   70.378   75.990   79.123   75.716   75.597   75.148   74.524   73.812   73.060   72.301   71.573   70.914   70.339   69.851   69.450   69.135   69.224   69.522   69.869   71.733







                              Resultants   Moment         (kN·m)   27.8   234.2   490.5   846.3   1939.4   3126.2   4776.4   6988.6   9865.0   13510.6   18031.6   23520.8   30045.7   37670.2   46451.1   56434.9   67656.3   78558.0   89507.4   101152.9   104065.4




                                 Shear           (kN)   74.4   322.0   656.7   1058.4   1516.8   2026.0   2582.5   3183.6   3827.3   4513.1   5246.5   6055.9   6943.3   7911.0   8962.7   10102.1   11333.0   12658.1   14079.5   15506.8   16801.1




                                                        -1844.6
                                                     -1334.7
                                                                  -4647.5
                                                               -3832.4
                                                             -3093.5
                                                          -2430.9
                                                                            -8676.4
                                                                               -9876.6
                                 Normal
                                                                     -5539.0
                                                                       -6507.6
                                                                          -7553.4
                                           -63.5
                    Cuadro Nº 3.15     SEISMIC #2 COMBINATION - PEAK ACCELERATIONS (STABILITY ANALYSIS)   Uplifting           (kN)       3.673   -255.0   3.317   -503.1   3.083   -807.3   2.931   3.823   3.856   3.883   3.904   3.922   3.937   3.950   3.962   3.972   3.981   3.990   -11154.3   3.998   -12509.4   4.005   -13809.4   3.900   -15102.8   3.761   -16450.8   3.644   -17569.8   3.407      1.100


                              Safety factors   Overturning   Toward   Toward   D/S   U/S           2.157   5.615   1.543   5.779   1.361   5.682   1.283   5.539   1.396   7.855   1.396   7.933   1.404   7.950   1.417   7.930   1.433   7.890   1.450   7.838   1.468   7.780   1.486   7.722   1.503   7.668   1.518   7.620   1.531   7.580   1.542   7.547   1.550   7.521   1.540   7.270   1.521   6.964   1.503   6.714   1.446   6.012   1.100   1.100










                                      Residual       0.853   0.792   0.766   0.763   0.880   0.910   0.941   0.972   1.001   1.030   1.056   1.075   1.088   1.097   1.102   1.104   1.104   1.091   1.073   1.061   1.046   1.000
                                 Sliding



                                       Peak       1.787   1.659   1.596   1.510   1.691   1.698   1.718   1.744   1.773   1.803   1.831   1.848   1.857   1.859   1.855   1.847   1.835   1.803   1.762   1.733   1.689   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:



                                   ID           1   2   3   4   5   6   7   8   9   10   11   12   13   14   15   16   17   18   19   20   21
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