Program : D-Geo Stability Version : 10.1.2.3 License : Unknown Company : Date : 21-7-2014 Time : 10:14:54 Output file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p047MHW.sto Input file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p047MHW.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Markermeerdijk tussen Edam en Amsterdam : Dijk 25, dp 47 MHW_binnen Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 22 - X - | 0.00 8.00 28.00 38.00 41.36 42.45 22 - Y - | -1.70 -1.70 -1.40 -0.70 0.64 0.93 | 22 - X - | 44.08 45.59 47.16 47.87 48.82 50.42 22 - Y - | 1.39 1.98 2.39 2.58 2.65 2.71 | 22 - X - | 51.38 52.13 53.13 54.78 56.50 57.36 22 - Y - | 2.39 2.13 1.68 1.12 0.22 -0.30 | 22 - X - | 58.10 60.27 62.85 63.08 64.28 65.39 22 - Y - | -0.33 -0.42 -0.58 -0.61 -0.61 -0.77 | 22 - X - | 66.36 66.41 66.68 68.07 68.54 69.58 22 - Y - | -2.20 -2.28 -2.43 -2.20 -1.25 -0.98 | 22 - X - | 70.99 85.11 22 - Y - | -0.79 -0.65 | 21 - X - | 0.00 38.70 41.36 42.45 44.08 45.59 21 - Y - | -2.10 -2.10 0.64 0.93 1.39 1.98 | 21 - X - | 47.16 47.87 48.82 50.42 51.38 52.13 21 - Y - | 2.39 2.58 2.65 2.71 2.39 2.13 | 21 - X - | 53.13 54.78 56.50 57.36 58.10 60.27 21 - Y - | 1.68 1.12 0.22 -0.30 -0.33 -0.42 | 21 - X - | 62.85 63.08 64.28 65.39 66.36 66.41 21 - Y - | -0.58 -0.61 -0.61 -0.77 -2.20 -2.28 | 21 - X - | 66.68 68.07 68.54 69.58 70.99 85.11 21 - Y - | -2.43 -2.20 -1.25 -0.98 -0.79 -0.65 | 20 - X - | 0.00 36.77 38.70 41.36 42.45 44.08 20 - Y - | -4.10 -4.10 -2.10 0.64 0.93 1.39 | 20 - X - | 45.59 47.16 47.87 48.82 50.42 51.38 20 - Y - | 1.98 2.39 2.58 2.65 2.71 2.39 | 20 - X - | 52.13 53.13 54.78 56.50 57.36 58.10 20 - Y - | 2.13 1.68 1.12 0.22 -0.30 -0.33 | 20 - X - | 60.27 62.85 63.08 64.28 65.39 66.36 20 - Y - | -0.42 -0.58 -0.61 -0.61 -0.77 -2.20 | 20 - X - | 66.41 66.68 68.07 68.54 69.58 70.99 20 - Y - | -2.28 -2.43 -2.20 -1.25 -0.98 -0.79 | 20 - X - | 85.11 20 - Y - | -0.65 | 19 - X - | 0.00 32.99 34.93 36.77 38.70 41.36 19 - Y - | -8.00 -8.00 -6.00 -4.10 -2.10 0.64 | 19 - X - | 42.45 44.08 45.59 47.16 47.87 48.82 19 - Y - | 0.93 1.39 1.98 2.39 2.58 2.65 | 19 - X - | 50.42 51.38 52.13 53.13 54.78 56.50 19 - Y - | 2.71 2.39 2.13 1.68 1.12 0.22 | 19 - X - | 57.36 58.10 60.27 62.85 63.08 64.28 19 - Y - | -0.30 -0.33 -0.42 -0.58 -0.61 -0.61 | 19 - X - | 65.39 66.36 66.41 66.68 68.07 68.54 19 - Y - | -0.77 -2.20 -2.28 -2.43 -2.20 -1.25 | 19 - X - | 69.58 70.99 85.11 19 - Y - | -0.98 -0.79 -0.65 | 18 - X - | 0.00 32.99 34.93 36.77 38.70 41.36 18 - Y - | -8.00 -8.00 -6.00 -4.10 -2.10 0.64 | 18 - X - | 45.36 48.57 51.03 54.52 57.36 58.10 18 - Y - | -2.10 -3.92 -3.94 -2.22 -0.30 -0.33 | 18 - X - | 60.27 62.85 63.08 64.28 65.39 66.36 18 - Y - | -0.42 -0.58 -0.61 -0.61 -0.77 -2.20 | 18 - X - | 66.41 66.68 68.07 68.54 69.58 70.99 18 - Y - | -2.28 -2.43 -2.20 -1.25 -0.98 -0.79 | 18 - X - | 85.11 18 - Y - | -0.65 | 17 - X - | 0.00 32.99 34.93 36.77 38.70 45.36 17 - Y - | -8.00 -8.00 -6.00 -4.10 -2.10 -2.10 | 17 - X - | 48.57 51.03 54.52 57.36 58.10 60.27 17 - Y - | -3.92 -3.94 -2.22 -0.30 -0.33 -0.42 | 17 - X - | 62.85 63.08 64.28 65.39 66.36 66.41 17 - Y - | -0.58 -0.61 -0.61 -0.77 -2.20 -2.28 | 17 - X - | 66.68 68.07 68.54 69.58 70.99 85.11 17 - Y - | -2.43 -2.20 -1.25 -0.98 -0.79 -0.65 | 16 - X - | 0.00 32.99 34.93 36.77 38.70 45.36 16 - Y - | -8.00 -8.00 -6.00 -4.10 -2.10 -2.10 | 16 - X - | 48.57 51.03 54.52 57.36 57.36 58.10 16 - Y - | -3.92 -3.94 -2.22 -2.20 -0.30 -0.33 | 16 - X - | 60.27 62.85 63.08 64.28 65.39 66.36 16 - Y - | -0.42 -0.58 -0.61 -0.61 -0.77 -2.20 | 16 - X - | 66.41 66.68 68.07 68.54 69.58 70.99 16 - Y - | -2.28 -2.43 -2.20 -1.25 -0.98 -0.79 | 16 - X - | 85.11 16 - Y - | -0.65 | 15 - X - | 0.00 32.99 34.93 36.77 45.00 47.00 15 - Y - | -8.00 -8.00 -6.00 -4.10 -4.10 -5.10 | 15 - X - | 53.00 57.36 57.36 57.36 58.10 60.27 15 - Y - | -5.10 -4.40 -2.20 -0.30 -0.33 -0.42 | 15 - X - | 62.85 63.08 64.28 65.39 66.36 66.41 15 - Y - | -0.58 -0.61 -0.61 -0.77 -2.20 -2.28 | 15 - X - | 66.68 68.07 68.54 69.58 70.99 85.11 15 - Y - | -2.43 -2.20 -1.25 -0.98 -0.79 -0.65 | 14 - X - | 0.00 32.99 57.36 57.36 57.36 57.36 14 - Y - | -8.00 -8.00 -8.00 -6.00 -4.40 -2.20 | 14 - X - | 57.36 58.10 60.27 62.85 63.08 64.28 14 - Y - | -0.30 -0.33 -0.42 -0.58 -0.61 -0.61 | 14 - X - | 65.39 66.36 66.41 66.68 68.07 68.54 14 - Y - | -0.77 -2.20 -2.28 -2.43 -2.20 -1.25 | 14 - X - | 69.58 70.99 85.11 14 - Y - | -0.98 -0.79 -0.65 | 13 - X - | 0.00 32.99 57.36 57.36 57.36 57.36 13 - Y - | -8.00 -8.00 -8.00 -6.00 -4.40 -2.20 | 13 - X - | 57.36 58.10 59.23 60.03 61.49 62.85 13 - Y - | -0.30 -0.33 -1.27 -1.28 -1.29 -0.58 | 13 - X - | 63.08 64.28 65.39 66.36 66.41 66.68 13 - Y - | -0.61 -0.61 -0.77 -2.20 -2.28 -2.43 | 13 - X - | 68.07 68.54 69.58 70.99 85.11 13 - Y - | -2.20 -1.25 -0.98 -0.79 -0.65 | 12 - X - | 0.00 32.99 57.36 57.36 57.36 57.36 12 - Y - | -8.00 -8.00 -8.00 -6.00 -4.40 -2.20 | 12 - X - | 60.00 60.03 61.49 62.85 63.08 64.28 12 - Y - | -2.20 -1.28 -1.29 -0.58 -0.61 -0.61 | 12 - X - | 65.39 66.36 66.41 66.68 68.07 68.54 12 - Y - | -0.77 -2.20 -2.28 -2.43 -2.20 -1.25 | 12 - X - | 69.58 70.99 85.11 12 - Y - | -0.98 -0.79 -0.65 | 11 - X - | 0.00 32.99 57.36 57.36 57.36 57.36 11 - Y - | -8.00 -8.00 -8.00 -6.00 -4.40 -2.20 | 11 - X - | 60.00 66.36 66.41 66.68 68.07 68.54 11 - Y - | -2.20 -2.20 -2.28 -2.43 -2.20 -1.25 | 11 - X - | 69.58 70.99 85.11 11 - Y - | -0.98 -0.79 -0.65 | 10 - X - | 0.00 32.99 57.36 57.36 57.36 60.00 10 - Y - | -8.00 -8.00 -8.00 -6.00 -4.40 -4.40 | 10 - X - | 66.32 66.36 66.41 66.68 68.07 68.54 10 - Y - | -4.40 -2.20 -2.28 -2.43 -2.20 -1.25 | 10 - X - | 69.58 70.99 85.11 10 - Y - | -0.98 -0.79 -0.65 | 9 - X - | 0.00 32.99 57.36 60.00 66.26 66.32 9 - Y - | -8.00 -8.00 -8.00 -8.00 -8.00 -4.40 | 9 - X - | 66.36 66.41 66.68 68.07 68.54 69.58 9 - Y - | -2.20 -2.28 -2.43 -2.20 -1.25 -0.98 | 9 - X - | 70.99 85.11 9 - Y - | -0.79 -0.65 | 8 - X - | 0.00 32.99 57.36 60.00 66.26 66.32 8 - Y - | -8.00 -8.00 -8.00 -8.00 -8.00 -4.40 | 8 - X - | 66.36 66.41 66.68 68.07 85.11 8 - Y - | -2.20 -2.28 -2.43 -2.20 -2.20 | 7 - X - | 0.00 32.99 57.36 60.00 66.26 66.32 7 - Y - | -8.00 -8.00 -8.00 -8.00 -8.00 -4.40 | 7 - X - | 85.11 7 - Y - | -4.40 | 6 - X - | 0.00 32.99 57.36 60.00 66.26 85.11 6 - Y - | -8.00 -8.00 -8.00 -8.00 -8.00 -8.00 | 5 - X - | 0.00 29.11 57.36 66.50 85.11 5 - Y - | -12.00 -12.00 -12.00 -12.00 -12.00 | 4 - X - | 0.00 24.75 29.11 57.36 66.50 85.11 4 - Y - | -16.50 -16.50 -12.00 -12.00 -12.00 -12.00 | 3 - X - | 0.00 24.75 57.36 57.36 66.50 85.11 3 - Y - | -16.50 -16.50 -16.50 -12.00 -12.00 -12.00 | 2 - X - | 0.00 24.75 57.36 66.50 66.50 85.11 2 - Y - | -16.50 -16.50 -16.50 -16.50 -12.00 -12.00 | 1 - X - | 0.00 24.75 57.36 66.50 85.11 1 - Y - | -16.50 -16.50 -16.50 -16.50 -16.50 | 0 - X - | 0.00 85.11 0 - Y - | -25.00 -25.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 45.76 47.71 50.00 57.64 64.00 1 - Y - | 0.70 0.70 1.00 1.00 -1.87 -1.92 | 1 - X - | 85.11 1 - Y - | -1.92 | 2 - X - | 0.00 51.00 60.00 85.11 2 - Y - | -0.35 -0.35 -0.52 -0.50 | 3 - X - | 0.00 85.11 3 - Y - | -1.50 -1.50 Unit weight of water used for calculation: 9.81 [kN/m3] The groundwater level is determined by PL-line number 1 FORBIDDEN LINES =============== No forbidden lines were input. SOIL PROPERTIES =============== Layer no.| Material name ---------|----------------------------- 22 | KLEI, siltig W 21 | Veen, Hollandveen W 20 | KLEI, humeus W 19 | KLEI, antr Kr 18 | KLEI, siltig Kr 17 | KLEI, siltig Kr 16 | Veen, Hollandveen Kr 15 | KLEI, humeus Kr 14 | Zand Calais 13 | KLEI, siltig BiT 12 | KLEI, siltig BiT 11 | Veen, Hollandveen BiT 10 | KLEI, humeus BiT 9 | KLEI, siltig A 8 | Veen, Hollandveen A/AA 7 | KLEI, humeus A 6 | Zand Calais 5 | KLEI, humeus W 4 | KLEI, humeus Kr 3 | KLEI, humeus BiT 2 | KLEI, humeus A 1 | Zand, Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 22 | 15.20 | 15.20 | 1 | 99 | 21 | 10.00 | 10.00 | 99 | 99 | 20 | 12.20 | 12.20 | 99 | 99 | 19 | 15.40 | 15.40 | 1 | 99 | 18 | 14.50 | 14.50 | 1 | 99 | 17 | 14.50 | 14.50 | 1 | 99 | 16 | 10.90 | 10.90 | 99 | 99 | 15 | 13.40 | 13.40 | 99 | 99 | 14 | 18.50 | 19.50 | 1 | 1 | 13 | 15.00 | 15.00 | 1 | 99 | 12 | 15.00 | 15.00 | 1 | 99 | 11 | 10.10 | 10.10 | 1 | 99 | 10 | 12.70 | 12.70 | 99 | 99 | 9 | 14.40 | 14.40 | 99 | 99 | 8 | 10.00 | 10.00 | 99 | 2 | 7 | 12.60 | 12.60 | 99 | 2 | 6 | 18.50 | 19.50 | 2 | 2 | 5 | 12.20 | 12.20 | 2 | 3 | 4 | 13.40 | 13.40 | 2 | 3 | 3 | 12.70 | 12.70 | 2 | 3 | 2 | 12.60 | 12.60 | 2 | 3 | 1 | 19.00 | 21.00 | 3 | - | Layer | Cohesion| Phi | Cu/Pc | POP | Cu top | Cu bot. | Cu grad.| number | [kN/m2] |[degrees]| [-] | [kN/m2] | [kN/m2] | [kN/m2] |[kN/m2/m]| ---------|---------|---------|---------|---------|---------|---------|---------| 22 | - | - | - | - | - | - | - | 21 | - | - | - | - | - | - | - | 20 | - | - | - | - | - | - | - | 19 | - | - | - | - | - | - | - | 18 | - | - | - | - | - | - | - | 17 | - | - | - | - | - | - | - | 16 | - | - | - | - | - | - | - | 15 | - | - | - | - | - | - | - | 14 | - | - | - | - | - | - | - | 13 | - | - | - | - | - | - | - | 12 | - | - | - | - | - | - | - | 11 | - | - | - | - | - | - | - | 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 22 | KLEI, siltig W 21 | VEEN, hollandveen W 20 | KLEI, hum W 19 | KLEI, antr Kr 18 | KLEI, siltig Kr 17 | KLEI, siltig Kr 16 | VEEN, hollandveen Kr 15 | KLEI, hum Kr 14 | ZAND, calais 13 | KLEI, siltig BiT 12 | KLEI, siltig BiT 11 | VEEN, hollandveen BiT 10 | KLEI, hum BiT 9 | KLEI, siltig A 8 | VEEN, hollandveen A/AA 7 | KLEI, hum A 6 | ZAND, calais 5 | KLEI, hum W 4 | KLEI, hum Kr 3 | KLEI, hum BiT 2 | KLEI, hum A 1 | ZAND, pleistoceen STRESS TABLES OF SIGMA-VERTICAL VERSUS TAU ========================================== Table name : "KLEI, antr Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.66 | 2 | 40.00 | 17.92 | 3 | 200.00 | 70.02 | Table name : "KLEI, antr Bi" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.66 | 2 | 40.00 | 17.92 | 3 | 200.00 | 70.02 | Table name : "KLEI, hum Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.59 | 2 | 40.00 | 14.20 | 3 | 200.00 | 56.52 | Table name : "KLEI, hum BiT" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.83 | 2 | 40.00 | 14.94 | 3 | 200.00 | 54.20 | Table name : "KLEI, hum A" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 10.91 | 3 | 200.00 | 52.88 | Table name : "KLEI, hum V" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 10.91 | 3 | 200.00 | 52.88 | Table name : "KLEI, hum W" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 9.82 | 3 | 200.00 | 44.83 | Table name : "KLEI, zandig" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.35 | 2 | 40.00 | 19.26 | 3 | 200.00 | 81.69 | Table name : "KLEI, siltig Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.54 | 2 | 40.00 | 17.13 | 3 | 200.00 | 79.66 | Table name : "KLEI, siltig BiT" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.91 | 2 | 40.00 | 15.24 | 3 | 200.00 | 64.70 | Table name : "KLEI, siltig A" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 12.82 | 3 | 200.00 | 59.79 | Table name : "KLEI, siltig V" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 12.82 | 3 | 200.00 | 59.79 | Table name : "KLEI, siltig W" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 12.82 | 3 | 200.00 | 59.79 | Table name : "VEEN, hollandveen Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.42 | 2 | 40.00 | 15.60 | 3 | 200.00 | 47.33 | Table name : "VEEN, hollandveen BiT" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.06 | 2 | 40.00 | 12.13 | 3 | 200.00 | 45.30 | Table name : "VEEN, hollandveen A/AA" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "VEEN, hollandveen V" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "VEEN, hollandveen W" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "VEEN, Basisveen" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "ZAND, calais" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 40.00 | 19.25 | 3 | 200.00 | 96.23 | Table name : "ZAND, antr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 40.00 | 21.24 | 3 | 200.00 | 106.18 | Table name : "ZAND, pleistoceen" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 40.00 | 23.34 | 3 | 200.00 | 116.70 | Table name : "ZAND, ophoogmateriaal" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.00 | 2 | 200.00 | 44.40 | Table name : "KLEI, ophoogmateriaal" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.00 | 2 | 100.00 | 44.40 | 3 | 200.00 | 85.80 | Table name : "Stortsteen" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.00 | 2 | 200.00 | 106.20 | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 52.98 [m] X co-ordinate grid right : 66.77 [m] Number of grid points in X - direction : 20 Y co-ordinate grid bottom : 0.65 [m] Y co-ordinate grid top : 9.85 [m] Number of grid points in Y - direction : 20 Y co-ordinate tangent smallest circle : -2.25 [m] Y co-ordinate tangent biggest circle : -7.00 [m] Number of circles per grid point : 30 No fixed points input. Total number of center points in the grid: 400 Total number of slip circles in the grid : 12000 LINE LOADS ========== No line loads input. UNIFORM LOAD ============ Uniform |Magnitude| X start | X end | Distrib.| Load | load number | [kN/m] | [m] | [m] | degrees | Type | ------------|---------|---------|---------|---------|-----------| 1 | 13.30 | 59.25 | 61.75 | 45.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 22 | 20 21 | 20 20 | 20 19 | 20 18 | 20 17 | 20 16 | 20 15 | 20 14 | 100 13 | 20 12 | 20 11 | 20 10 | 20 9 | 20 8 | 20 7 | 20 6 | 100 5 | 20 4 | 20 3 | 20 2 | 20 1 | 100 GEOTEXTILES =========== No geotextiles were input. EARTHQUAKE ========== No earth quake factors were input. ****************************************************************************** **************** The input has been tested, and is correct. **************** ****************************************************************************** RESULTS OF THE SLOPE STABILITY ANALYSIS ======================================= The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 52.98 [m] X maximum = 66.77 [m] Y minimum = 0.17 [m] Y maximum = 9.36 [m] The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 52.98 [m] X maximum = 66.77 [m] Y minimum = -0.31 [m] Y maximum = 8.88 [m] Information on the critical circle : Fmin = 0.794 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 63.87 [m] Y co-ordinate center point : 0.17 [m] Radius of critical circle : 4.55 [m] The center point of the critical circle is enclosed Driving moment soil : 308.18 [kNm/m] Driving moment free water : -19.63 [kNm/m] Driving moment external loads : 105.76 [kNm/m] Iterated resisting moment : 308.18 [kNm/m] Non-iterated resisting moment : 252.38 [kNm/m] END OF D-Geo Stability OUTPUT =============================