Lineas de tendenciaOcoitaAndesitaARKHidroNormal (Mpa)Cortante (Mpa)Normal (Mpa)Cortante (Mpa)Normal (Mpa)Cortante (Mpa)Normal (Mpa)Cortante (Mpa)0.320.380.320.280.320.380.320.230.320.330.320.330.320.440.320.380.320.220.320.250.640.430.310.330.320.470.320.370.310.270.850.530.320.290.320.280.320.440.320.331.120.640.320.310.320.250.320.370.320.150.320.290.320.430.640.390.320.310.320.260.320.420.630.310.320.510.640.380.320.340.640.610.320.240.640.600.320.260.640.830.590.540.640.550.640.780.640.630.640.430.640.410.640.690.810.520.640.430.630.480.640.760.790.460.640.380.640.430.630.310.800.730.640.580.640.480.640.410.801.110.640.240.80.380.640.870.80.830.630.520.80.800.640.711.130.650.640.790.810.630.640.621.110.640.640.380.80.550.640.431.120.950.730.700.790.610.81.001.121.450.850.530.80.510.930.881.120.890.90.470.80.570.80.950.80.471.120.650.80.420.80.631.121.020.80.500.80.361.120.700.801.100.850.591.120.640.800.860.80.931.130.750.800.780.80.481.110.570.80.551.030.891.120.801.121.231.120.641.131.141.120.571.121.171.130.651.120.501.120.861.010.701.120.461.121.401.120.621.121.141.121.271.121.011.120.581.120.78

Friccion_V2DOMINIO ESTRUCTURAL 1 (DE-1)Se ha considerado un Peso especifico General Promedio de 27.6 KN/m3Peso Unitario =27.6KN/m3Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =545454545454545454545454Angulo Interrampa =42.9348.4150.4845.0750.9953.2247.4853.8956.3050.1857.1259.72Longitud de la estructura m=17.6232.0946.6714.8329.6744.5014.8329.6739.8914.8325.0731.54Volumen del bloque m3 =41.40111.60210.6018.7474.95168.6326.11104.42188.7833.0294.30149.25Peso del bloque KN =1142.643080.165812.56517.142068.554654.25720.502882.015210.22911.322602.664119.30Fuerza Normal KN =571.321540.082906.28218.82875.291969.40246.85987.381785.03236.45675.291068.79Sigma Normal MPa =0.0320.0480.0620.5000.5000.5000.5000.5000.5000.5000.5000.500unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352252.4148.8646.4728.2828.2828.2828.2828.2828.2828.2828.2828.28ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335253.8250.2147.7728.9328.9328.9328.9328.9328.9328.9328.9328.93ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372852.8450.9449.6639.3139.3139.3139.3139.3139.3139.3139.3139.31HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544849.8047.9246.6736.7636.7636.7636.7636.7636.7636.7636.7636.76y = 0.5796x0.5210.57960.5210.30197157.35DOMINIO ESTRUCTURAL 2 (DE-2)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =37.0037.0037.0037.0037.0037.0037.0037.0037.0037.0037.0037.00Angulo Interrampa =42.9348.4150.4845.0750.9953.2247.4853.8956.3050.1857.1259.72Longitud de la estructura=15.2920.6125.9313.3217.9522.5911.9016.0520.1910.8314.5918.36Volumen del bloque =31.7557.6891.3027.6650.2479.5224.7244.9071.0722.4840.8364.63Peso del bloque =876.381592.062519.80763.321386.672194.73682.211239.321961.51620.361126.961783.67Fuerza Normal =438.59796.761261.06322.99586.76928.67233.73424.60672.02160.96292.40462.79Sigma Normal =0.0290.0390.0490.0240.0330.0410.0200.0260.0330.0150.0200.025unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352253.5050.8348.7454.9752.3450.2756.7854.2152.1759.0956.6054.63ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335254.9252.2250.0956.4053.7551.6558.2255.6453.5860.5358.0556.06ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372853.4351.9950.8754.2352.8051.6955.2253.8152.7156.5155.1354.04HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544850.3848.9647.8651.1749.7648.6652.1650.7649.6753.4552.0650.99DOMINIO ESTRUCTURAL 3 (DE-3)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =505050.000505050505050505050Angulo Interrampa =42.9348.4150.47745.0750.9953.2247.4853.8956.3050.1857.1259.72Longitud de la estructura=15.6631.3358.3515.6632.5740.9715.6625.5532.1515.7721.2626.74Volumen del bloque =18.8575.38261.4926.84116.00183.6034.2191.02144.0641.6875.72119.84Peso del bloque =520.152080.597217.14740.813201.685067.39944.182512.083975.931150.342089.753307.50Fuerza Normal =260.311041.253611.89313.471354.762144.21323.48860.641362.16298.47542.21858.16Sigma Normal =0.0170.0330.0620.0200.0420.0520.0210.0340.0420.0190.0260.032unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352258.1752.1946.5256.6250.1748.0756.3552.0750.0057.0954.5352.50ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335259.6253.5947.8258.0651.5449.4057.7953.4751.3758.5355.9653.91ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372856.0052.7249.6955.1351.6350.5154.9952.6651.5455.3953.9952.89HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544852.9349.6846.7052.0748.6147.5151.9249.6248.5252.3350.9349.85DOMINIO ESTRUCTURAL 4 (DE-4)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =383838383838383838383838Angulo Interrampa =42.9348.4150.4845.0750.9953.2247.4853.8956.3050.1857.1259.72Longitud de la estructura=15.9521.5027.0513.7718.5723.3612.2416.4920.7511.0714.9318.78Volumen del bloque =33.8861.5597.4229.2653.1584.1225.9947.2174.7223.5242.7367.63Peso del bloque =935.141698.802688.74807.511466.952321.78717.291303.062062.38649.231179.421866.70Fuerza Normal =468.00850.181345.60341.69620.73982.44245.75446.43706.58168.45306.01484.33Sigma Normal =0.0290.0400.0500.0250.0330.0420.0200.0270.0340.0150.0210.026unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352253.3050.6348.5354.7752.1450.0756.5954.0151.9758.9056.4154.43ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335254.7252.0149.8856.2053.5451.4458.0355.4353.3760.3557.8555.86ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372853.3251.8850.7654.1252.6951.5855.1253.7052.6056.4155.0253.93HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544850.2748.8547.7551.0649.6548.5652.0550.6549.5653.3451.9650.88

Friccion_SNDOMINIO ESTRUCTURAL 1 (DE-1)Se ha considerado un Peso especifico General Promedio de 27.6 KN/m3Peso Unitario =27.6KN/m3Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =545454545454545454545454Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=14.8329.6744.50ERROR:#DIV/0!14.8329.6744.50ERROR:#DIV/0!14.8329.6739.89ERROR:#DIV/0!14.8325.0731.54Volumen del bloque m3 =10.7442.9796.68ERROR:#DIV/0!18.7474.95168.63ERROR:#DIV/0!26.11104.42188.78ERROR:#DIV/0!33.0294.30149.25Peso del bloque KN =296.471185.902668.27517.142068.554654.25720.502882.015210.22911.322602.664119.30Fuerza Normal KN /1000=0.500.500.500.500.500.500.500.500.500.500.500.500.500.500.50Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352228.2828.2828.2828.2828.2828.2828.2828.2828.2828.2828.2828.28ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335228.9328.9328.9328.9328.9328.9328.9328.9328.9328.9328.9328.93ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372839.3139.3139.3139.3139.3139.3139.3139.3139.3139.3139.3139.31HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544836.7636.7636.7636.7636.7636.7636.7636.7636.7636.7636.7636.76Average33.3233.3233.3233.3233.3233.3233.3233.3233.3233.3233.3233.32SD5.555.555.555.555.555.555.555.555.555.555.555.55DOMINIO ESTRUCTURAL 2 (DE-2)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =37.0037.0037.0037.0037.0037.0037.0037.0037.0037.0037.0037.00Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=15.2920.6125.93ERROR:#DIV/0!13.3217.9522.59ERROR:#DIV/0!11.9016.0520.19ERROR:#DIV/0!10.8314.5918.36Volumen del bloque m3 =31.7557.6891.30ERROR:#DIV/0!27.6650.2479.52ERROR:#DIV/0!24.7244.9071.07ERROR:#DIV/0!22.4840.8364.63Peso del bloque KN =876.381592.062519.80763.321386.672194.73682.211239.321961.51620.361126.961783.67Fuerza Normal KN =0.520.941.480.000.450.821.290.000.400.731.150.000.360.661.05Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352228.0523.7320.7629.1224.6821.6230.0125.4822.3430.7726.1622.96ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335228.6824.1821.0929.8025.1721.9830.7326.0022.7331.5326.7223.38ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372839.1636.2734.1139.8436.9434.7640.3937.4835.2940.8637.9435.73HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544836.6233.9131.8937.2634.5332.4937.7835.0432.9938.2335.4733.41Average33.1329.5226.9734.0030.3327.7134.7331.0028.3435.3531.5728.87SD5.606.517.035.366.326.895.156.166.764.976.016.65DOMINIO ESTRUCTURAL 3 (DE-3)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =505050.000505050505050505050Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=15.6631.3346.99ERROR:#DIV/0!15.6631.3340.97ERROR:#DIV/0!15.6625.5532.15ERROR:#DIV/0!15.6621.2626.74Volumen del bloque m3 =18.8575.38169.61ERROR:#DIV/0!26.84107.36183.60ERROR:#DIV/0!34.2191.02144.06ERROR:#DIV/0!41.1275.72119.84Peso del bloque KN =520.152080.594681.33740.812963.255067.39944.182512.083975.931134.992089.753307.50Fuerza Normal KN =0.311.222.750.000.441.742.980.000.561.482.340.000.671.231.95Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352232.2221.9617.2529.3519.7916.8427.4820.7818.1226.1121.9319.15ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335233.0422.3417.4430.0520.0817.0228.0921.1118.3526.6722.3119.42ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372841.7335.0131.3039.9833.3730.9538.8034.1332.0337.9034.9932.86HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544839.0532.7329.2837.4031.2028.9636.2831.9129.9635.4432.7130.73Average36.5128.0123.8234.2026.1123.4432.6626.9824.6131.5327.9825.54SD4.636.837.525.307.197.575.737.037.426.026.847.28DOMINIO ESTRUCTURAL 4 (DE-4)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =383838383838383838383838Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=15.9521.5027.05ERROR:#DIV/0!13.7718.5723.36ERROR:#DIV/0!12.2416.4920.75ERROR:#DIV/0!11.0714.9318.78Volumen del bloque m3 =33.8861.5597.42ERROR:#DIV/0!29.2653.1584.12ERROR:#DIV/0!25.9947.2174.72ERROR:#DIV/0!23.5242.7367.63Peso del bloque KN =935.141698.802688.74807.511466.952321.78717.291303.062062.38649.231179.421866.70Fuerza Normal KN =0.551.001.580.000.470.861.370.000.420.771.210.000.380.691.10Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352227.5523.2920.3728.6824.2921.2729.6125.1222.0230.4125.8322.66ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335228.1723.7220.6829.3424.7721.6230.3125.6322.4031.1426.3823.07ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372838.8435.9733.8139.5636.6734.5040.1437.2335.0540.6437.7235.52HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544836.3233.6231.6137.0034.2832.2537.5534.8132.7738.0135.2633.20Average32.7229.1526.6233.6530.0027.4134.4030.7028.0635.0531.3028.61SD5.716.597.105.466.406.955.256.236.825.066.086.71

Friccion_FNDOMINIO ESTRUCTURAL 1 (DE-1)Se ha considerado un Peso especifico General Promedio de 27.6 KN/m3Peso Unitario =27.6KN/m3Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =545454545454545454545454Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=14.8329.6744.50ERROR:#DIV/0!14.8329.6744.50ERROR:#DIV/0!14.8329.6739.89ERROR:#DIV/0!14.8325.0731.54Volumen del bloque m3 =10.7442.9796.68ERROR:#DIV/0!18.7474.95168.63ERROR:#DIV/0!26.11104.42188.78ERROR:#DIV/0!33.0294.30149.25Peso del bloque KN =296.471185.902668.27517.142068.554654.25720.502882.015210.22911.322602.664119.30Fuerza Normal KN /1000=0.170.701.570.000.301.222.740.000.421.703.060.000.541.532.42Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352237.0725.7920.4132.2722.0017.2829.5719.9516.7027.7520.5617.93ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335238.0726.3320.7333.0922.3817.4730.2820.2516.8728.3720.8918.15ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372844.5337.6933.8541.7635.0431.3340.1233.4930.8338.9733.9631.87HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544841.7235.2431.6539.0832.7529.3137.5331.3228.8436.4431.7529.81Average40.3531.2626.6636.5528.0423.8534.3726.2523.3132.8826.7924.44SD3.436.097.094.616.827.525.257.167.585.677.077.44DOMINIO ESTRUCTURAL 2 (DE-2)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =37.0037.0037.0037.0037.0037.0037.0037.0037.0037.0037.0037.00Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=15.2920.6125.93ERROR:#DIV/0!13.3217.9522.59ERROR:#DIV/0!11.9016.0520.19ERROR:#DIV/0!10.8314.5918.36Volumen del bloque m3 =31.7557.6891.30ERROR:#DIV/0!27.6650.2479.52ERROR:#DIV/0!24.7244.9071.07ERROR:#DIV/0!22.4840.8364.63Peso del bloque KN =876.381592.062519.80763.321386.672194.73682.211239.321961.51620.361126.961783.67Fuerza Normal KN =0.520.941.480.000.450.821.290.000.400.731.150.000.360.661.05Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352228.0523.7320.7629.1224.6821.6230.0125.4822.3430.7726.1622.96ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335228.6824.1821.0929.8025.1721.9830.7326.0022.7331.5326.7223.38ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372839.1636.2734.1139.8436.9434.7640.3937.4835.2940.8637.9435.73HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544836.6233.9131.8937.2634.5332.4937.7835.0432.9938.2335.4733.41Average33.1329.5226.9734.0030.3327.7134.7331.0028.3435.3531.5728.87SD5.606.517.035.366.326.895.156.166.764.976.016.65DOMINIO ESTRUCTURAL 3 (DE-3)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =505050.000505050505050505050Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=15.6631.3346.99ERROR:#DIV/0!15.6631.3340.97ERROR:#DIV/0!15.6625.5532.15ERROR:#DIV/0!15.6621.2626.74Volumen del bloque m3 =18.8575.38169.61ERROR:#DIV/0!26.84107.36183.60ERROR:#DIV/0!34.2191.02144.06ERROR:#DIV/0!41.1275.72119.84Peso del bloque KN =520.152080.594681.33740.812963.255067.39944.182512.083975.931134.992089.753307.50Fuerza Normal KN =0.311.222.750.000.441.742.980.000.561.482.340.000.671.231.95Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352232.2221.9617.2529.3519.7916.8427.4820.7818.1226.1121.9319.15ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335233.0422.3417.4430.0520.0817.0228.0921.1118.3526.6722.3119.42ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372841.7335.0131.3039.9833.3730.9538.8034.1332.0337.9034.9932.86HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544839.0532.7329.2837.4031.2028.9636.2831.9129.9635.4432.7130.73Average36.5128.0123.8234.2026.1123.4432.6626.9824.6131.5327.9825.54SD4.636.837.525.307.197.575.737.037.426.026.847.28DOMINIO ESTRUCTURAL 4 (DE-4)Peso Unitario =27.6Angulo de Banco =606060656565707070757575Altura de Banco H=122436122436122436122436Ancho de Berma Bw=6.99.311.76.99.311.76.99.311.76.99.311.7Dip Estructura critica =383838383838383838383838Angulo Interrampa =40.9546.0247.94ERROR:#DIV/0!43.8449.5151.65ERROR:#DIV/0!46.8053.0855.43ERROR:#DIV/0!49.8756.7659.33Longitud de la estructura m=15.9521.5027.05ERROR:#DIV/0!13.7718.5723.36ERROR:#DIV/0!12.2416.4920.75ERROR:#DIV/0!11.0714.9318.78Volumen del bloque m3 =33.8861.5597.42ERROR:#DIV/0!29.2653.1584.12ERROR:#DIV/0!25.9947.2174.72ERROR:#DIV/0!23.5242.7367.63Peso del bloque KN =935.141698.802688.74807.511466.952321.78717.291303.062062.38649.231179.421866.70Fuerza Normal KN =0.551.001.580.000.470.861.370.000.420.771.210.000.380.691.10Sigma Normal MPa =unidad litologicaFuncioncoheficienteFi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36Fi 12Fi 24Fi 36OCOy = 0.6349x0.6778 = 0.6349n0.67780.63490.67780.4303352227.5523.2920.3728.6824.2921.2729.6125.1222.0230.4125.8322.66ANDy = 0.6568x0.6689 = 0.6568n0.66890.65680.66890.4393335228.1723.7220.6829.3424.7721.6230.3125.6322.4031.1426.3823.07ARKy = 0.8788x0.8256 = 0.8788n0.82560.87880.82560.7255372838.8435.9733.8139.5636.6734.5040.1437.2335.0540.6437.7235.52HIDROy = 0.7992x0.8319 = 0.7992n0.83190.79920.83190.6648544836.3233.6231.6137.0034.2832.2537.5534.8132.7738.0135.2633.20Average32.7229.1526.6233.6530.0027.4134.4030.7028.0635.0531.3028.61SD5.716.597.105.466.406.955.256.236.825.066.086.71

POF_SNCon ESFUERZO Normal fi=33PLANAR FAILUREEstructural DomainCritical DipDip/DirectionSlope Dip AngleDip/DirectionTotal PanesNumber Critical Planes H12Probability of Failure H12DE1541806001279111451279262901279877135127912091801279148122251279554270127937331512795065012791214512793339012791058135127913711180127918915225127971627012793933151279507001279131451279393901279117913512791541218012792261822512798672701279423315127960750127916145127943390127913110135127916813180127925320225127911292701279443315127981DE23775600244734524423990244208135244621802442122524452270244146315244946502449445244261190244219135244621802442122524452270244219315244146700244198452442711902442191352446218024421225244522702442393152441777502442410452443113902442291352446218024431225244522702442410315244229DE-3503156003701644537062903703113537012318037030822537031827037027731537020565037016445370829037031135370164180370361022537040112703703393153702167003701644537082903703113537017518037041112253704813270370421131537022675037016445370829037031135370175180370451222537059162703704813315370257DE-46257600168349362311451683885381879016837041351683114718016831611022516831428270168370431516839165016836044516831237901683865135168312671801683182112251683165102701683855315168312787001683765451683161109016839861351683134818016831911122516831801127016839763151683151975016838654516831931190168310261351683137818016831971222516832011227016831066315168317410

POF_FNCon Fuerza NormalPLANAR FAILUREEstructural DomainCritical DipDip/DirectionSlope Dip AngleDip/DirectionFriction angle (H12)Friction angle (H24)Friction angle (H36)Total PanesNumber Critical Planes H12Number Critical Planes H24Number Critical Planes H36Probability of Failure H12Probability of Failure H24Probability of Failure H36DE15418060040.031.026.0127941215011451279212934223901279709311057913512798613014671011180127912615416310121322512794855674452701279243943233315127917901165036.028.023.0127981521112451279314146234901279971211308910135127912115916691213180127918020120614161622512796678855672701279334147334315127939901170034.026.023.01279121722112451279384752344901279115140142911111351279150180183121414180127922424124318191922512798598100788270127939485034431512796101001175032.026.024.01279162022122451279445155344901279137154155111212135127917119419613151518012792572682682021212251279112124125910102701279455052444315127991212111DE2377560028.0523.7320.76244452449024413524418024422524427024431524465029.1224.6821.62244452449024413524418024422524427024431524470030.0125.4822.34244452449024413524418024422524427024431524475030.7726.1622.962444524490244135244180244225244270244315244DE-35031560244652447024475244DE-46257602446231165244381877024475244