Page 177 - construcción presa Chamata
P. 177

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   37




                              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)   50.796   50.039   51.318   52.983   52.811   53.687   54.436   55.075   55.622   56.092   56.500   56.870   57.228   57.583   57.938   58.290   58.638   59.201   59.856   60.493   62.222







                              Resultants   Moment         (kN·m)   2.2   0.9   54.8   245.1   455.6   959.0   1732.1   2830.3   4308.3   6220.4   8620.6   11586.4   15226.8   19649.2   24959.0   31261.1   38659.3   47964.6   59133.3   71983.2   92010.4




                                 Shear           (kN)   14.1   94.4   236.3   438.3   699.3   1018.9   1396.7   1832.4   2325.8   2876.7   3488.1   4181.4   4957.5   5815.6   6755.0   7775.4   8876.7   10058.5   11320.6   12553.3   13669.4



                                                                                    -12740.2
                                                                                      -14069.9
                                                                               -10052.4
                                                                                 -11356.8
                                                                                              -17932.0
                                                                                            -16774.4
                                                                                         -15394.4
                                 Normal
                                                                     -5624.9
                                                                  -4715.6
                                                               -3884.8
                                                                            -8827.0
                                                                          -7680.6
                                                                       -6613.2
                                                             -3132.4
                                                     -1345.7
                                                        -1862.8
                                                          -2458.4
                                              -255.6
                                                -505.5
                                                   -813.1
                                           -63.5
                                        (kN)
                    Cuadro Nº 3.14     SEISMIC #1 COMBINATION - SUSTAINED ACCELERATIONS (STABILITY ANALYSIS)   Uplifting               3.856   3.466   3.212   3.049   4.049   4.093   4.128   4.156   4.180   4.201   4.218   4.234   4.248   4.261   4.272   4.282   4.292   4.171   4.013   3.880   3.612      1.100


                              Safety factors   Overturning   Toward   Toward   D/S   U/S           2.970   5.244   2.472   4.654   2.180   4.379   2.001   4.240   2.254   6.218   2.193   6.380   2.146   6.507   2.110   6.608   2.080   6.690   2.056   6.758   2.035   6.815   2.018   6.865   2.001   6.912   1.985   6.957   1.970   7.001   1.955   7.043   1.940   7.084   1.900   6.886   1.853   6.621   1.810   6.403   1.727   5.717   1.100   1.100


                                      Residual       4.493   2.709   2.139   1.855   1.924   1.828   1.760   1.709   1.670   1.639   1.613   1.582   1.549   1.518   1.488   1.461   1.435   1.399   1.360   1.336   1.312   1.000
                                 Sliding



                                       Peak       9.412   5.674   4.481   3.886   4.031   3.815   3.587   3.387   3.223   3.090   2.977   2.867   2.765   2.671   2.587   2.512   2.445   2.365   2.286   2.234   2.178   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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