Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : Hoogheemraadschap van Schieland en de Krimpenerwaard Date : 30-4-2014 Time : 13:16:26 Output file : P:\DAM\3. Invoer_D-Geo-sommen_HIJ_KW\csvfiles\Geometries\29,4+65 Bishop a.sto Input file : P:\DAM\3. Invoer_D-Geo-sommen_HIJ_KW\csvfiles\Geometries\29,4+65 Bishop a.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Toetsing Hollanse IJssel : hmp 295 - MHW = NAP+2.85m Calculation model : Bishop Default shear strength : Stress tables Zone type : New LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 22 - X - | -30.00 -7.00 -3.20 0.00 2.90 5.10 22 - Y - | 2.30 2.30 3.70 3.80 3.70 2.30 | 22 - X - | 6.00 8.00 8.40 11.40 23.00 35.00 22 - Y - | 1.90 0.50 0.20 -1.00 -1.50 -1.40 | 22 - X - | 36.20 45.00 49.38 50.00 22 - Y - | -0.80 -1.20 -2.60 -2.80 | 21 - X - | -30.00 2.90 5.10 6.00 8.00 8.40 21 - Y - | 1.30 1.30 2.30 1.90 0.50 0.20 | 21 - X - | 11.40 23.00 35.00 36.20 45.00 49.38 21 - Y - | -1.00 -1.50 -1.40 -0.80 -1.20 -2.60 | 21 - X - | 50.00 21 - Y - | -2.80 | 20 - X - | -30.00 2.90 8.00 8.00 8.40 11.40 20 - Y - | -1.00 -1.00 -1.56 0.50 0.20 -1.00 | 20 - X - | 23.00 35.00 36.20 45.00 49.38 50.00 20 - Y - | -1.50 -1.40 -0.80 -1.20 -2.60 -2.80 | 19 - X - | -30.00 2.90 8.00 8.00 8.00 8.40 19 - Y - | -1.00 -1.00 -3.16 -1.56 0.50 0.20 | 19 - X - | 11.40 23.00 35.00 36.20 45.00 49.38 19 - Y - | -1.00 -1.50 -1.40 -0.80 -1.20 -2.60 | 19 - X - | 50.00 19 - Y - | -2.80 | 18 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 18 - Y - | -1.00 -1.00 -4.12 -3.16 -1.56 0.50 | 18 - X - | 8.40 11.40 23.00 35.00 36.20 45.00 18 - Y - | 0.20 -1.00 -1.50 -1.40 -0.80 -1.20 | 18 - X - | 49.38 50.00 18 - Y - | -2.60 -2.80 | 17 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 17 - Y - | -5.50 -5.50 -7.18 -4.12 -3.16 -1.56 | 17 - X - | 8.00 8.40 11.40 23.00 35.00 36.20 17 - Y - | 0.50 0.20 -1.00 -1.50 -1.40 -0.80 | 17 - X - | 45.00 49.38 50.00 17 - Y - | -1.20 -2.60 -2.80 | 16 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 16 - Y - | -5.50 -5.50 -7.90 -7.18 -4.12 -3.16 | 16 - X - | 8.00 8.00 8.40 11.40 23.00 35.00 16 - Y - | -1.56 0.50 0.20 -1.00 -1.50 -1.40 | 16 - X - | 36.20 45.00 49.38 50.00 16 - Y - | -0.80 -1.20 -2.60 -2.80 | 15 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 15 - Y - | -6.70 -6.70 -8.92 -7.90 -7.18 -4.12 | 15 - X - | 8.00 8.00 8.00 8.40 11.40 23.00 15 - Y - | -3.16 -1.56 0.50 0.20 -1.00 -1.50 | 15 - X - | 35.00 36.20 45.00 49.38 50.00 15 - Y - | -1.40 -0.80 -1.20 -2.60 -2.80 | 14 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 14 - Y - | -6.70 -6.70 -9.52 -8.92 -7.90 -7.18 | 14 - X - | 8.00 8.00 8.00 8.00 8.40 11.40 14 - Y - | -4.12 -3.16 -1.56 0.50 0.20 -1.00 | 14 - X - | 23.00 35.00 36.20 45.00 49.38 50.00 14 - Y - | -1.50 -1.40 -0.80 -1.20 -2.60 -2.80 | 13 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 13 - Y - | -6.70 -6.70 -10.48 -9.52 -8.92 -7.90 | 13 - X - | 8.00 8.00 8.00 8.00 8.00 8.40 13 - Y - | -7.18 -4.12 -3.16 -1.56 0.50 0.20 | 13 - X - | 11.40 23.00 35.00 36.20 45.00 49.38 13 - Y - | -1.00 -1.50 -1.40 -0.80 -1.20 -2.60 | 13 - X - | 50.00 13 - Y - | -2.80 | 12 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 12 - Y - | -9.10 -9.10 -11.44 -10.48 -9.52 -8.92 | 12 - X - | 8.00 8.00 8.00 8.00 8.00 8.00 12 - Y - | -7.90 -7.18 -4.12 -3.16 -1.56 0.50 | 12 - X - | 8.40 11.40 23.00 35.00 36.20 45.00 12 - Y - | 0.20 -1.00 -1.50 -1.40 -0.80 -1.20 | 12 - X - | 49.38 50.00 12 - Y - | -2.60 -2.80 | 11 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 11 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 11 - X - | 8.00 8.00 8.00 8.00 8.00 8.00 11 - Y - | -8.92 -7.90 -7.18 -4.12 -3.16 -1.56 | 11 - X - | 8.00 8.40 11.40 23.00 35.00 36.20 11 - Y - | 0.50 0.20 -1.00 -1.50 -1.40 -0.80 | 11 - X - | 45.00 49.38 50.00 11 - Y - | -1.20 -2.60 -2.80 | 10 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 10 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 10 - X - | 8.00 8.00 8.00 8.00 8.00 8.00 10 - Y - | -8.92 -7.90 -7.18 -4.12 -3.16 -1.56 | 10 - X - | 11.40 49.38 50.00 10 - Y - | -2.60 -2.60 -2.80 | 9 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 9 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 9 - X - | 8.00 8.00 8.00 8.00 8.00 11.40 9 - Y - | -8.92 -7.90 -7.18 -4.12 -3.16 -4.60 | 9 - X - | 50.00 9 - Y - | -4.60 | 8 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 8 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 8 - X - | 8.00 8.00 8.00 8.00 11.40 50.00 8 - Y - | -8.92 -7.90 -7.18 -4.12 -6.20 -6.20 | 7 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 7 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 7 - X - | 8.00 8.00 8.00 11.40 50.00 7 - Y - | -8.92 -7.90 -7.18 -8.30 -8.30 | 6 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 6 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 6 - X - | 8.00 8.00 11.40 50.00 6 - Y - | -8.92 -7.90 -9.50 -9.50 | 5 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 5 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 5 - X - | 8.00 11.40 50.00 5 - Y - | -8.92 -10.40 -10.40 | 4 - X - | -30.00 2.90 8.00 8.00 8.00 8.00 4 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -9.52 | 4 - X - | 11.40 50.00 4 - Y - | -11.40 -11.40 | 3 - X - | -30.00 2.90 8.00 8.00 8.00 11.40 3 - Y - | -10.60 -10.60 -12.04 -11.44 -10.48 -13.00 | 3 - X - | 50.00 3 - Y - | -13.00 | 2 - X - | -30.00 2.90 8.00 8.00 11.40 50.00 2 - Y - | -10.60 -10.60 -12.04 -11.44 -13.00 -13.00 | 1 - X - | -30.00 2.90 8.00 11.40 50.00 1 - Y - | -10.60 -10.60 -12.04 -13.00 -13.00 | 0 - X - | -30.00 50.00 0 - Y - | -15.00 -15.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -30.00 -5.70 -4.70 2.90 11.40 23.00 1 - Y - | 2.85 2.85 1.85 1.35 -1.50 -2.00 | 1 - X - | 50.00 1 - Y - | -2.00 | 2 - X - | -30.00 50.00 2 - Y - | -3.10 -3.10 | 3 - X - | -30.00 50.00 3 - Y - | -2.45 -2.45 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 | Zand 21 | Zand 20 | OB 19 | HVeen onder 18 | GLicht onder 17 | GZwaar onder 16 | HVeen onder 15 | GZwaar onder 14 | GZwaar onder 13 | WL_GLicht onder 12 | GZwaar onder 11 | Tiel naast 10 | HVeen naast (hoog wrijvin 9 | HVeen naast (laag wrijvin 8 | GLicht naast 7 | GZwaar naast 6 | HVeen naast (laag wrijvin 5 | WL_GZwaar naast 4 | GZwaar naast 3 | GLicht naast 2 | GZwaar naast 1 | WL_Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 22 | 20.00 | 18.00 | 1 | 1 | 21 | 20.00 | 18.00 | 1 | 99 | 20 | 17.50 | 17.50 | 99 | 99 | 19 | 11.00 | 11.00 | 99 | 99 | 18 | 14.00 | 14.00 | 99 | 99 | 17 | 16.00 | 16.00 | 99 | 99 | 16 | 11.00 | 11.00 | 99 | 99 | 15 | 16.00 | 16.00 | 99 | 99 | 14 | 16.00 | 16.00 | 99 | 99 | 13 | 14.00 | 14.00 | 99 | 2 | 12 | 16.00 | 16.00 | 2 | 3 | 11 | 14.00 | 14.00 | 1 | 1 | 10 | 10.50 | 10.50 | 1 | 99 | 9 | 11.00 | 11.00 | 99 | 99 | 8 | 13.00 | 13.00 | 99 | 99 | 7 | 15.50 | 15.50 | 99 | 99 | 6 | 11.00 | 11.00 | 99 | 99 | 5 | 15.50 | 15.50 | 99 | 99 | 4 | 15.50 | 15.50 | 2 | 3 | 3 | 13.00 | 13.00 | 3 | 3 | 2 | 15.50 | 15.50 | 3 | 3 | 1 | 20.00 | 18.00 | 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 | Alg - Zand (0-30) 21 | Alg - Zand (0-30) 20 | Kr+Al - DIJKSMATERIAAL 19 | Kr+Al - HOLLANDVEEN ONDER 18 | Kr+Al - GORKUM 1 ONDER 17 | Kr+Al - GORKUM 2 ONDER 16 | Kr+Al - HOLLANDVEEN ONDER 15 | Kr+Al - GORKUM 2 ONDER 14 | Kr+Al - GORKUM 2 ONDER 13 | Kr+Al - GORKUM 1 ONDER 12 | Kr+Al - GORKUM 2 ONDER 11 | Kr+Al - TIEL NAAST 10 | Kr+Al - HOLLANDVEEN NAAST 9 | Kr+Al - HOLLANDVEEN NAAST 8 | Kr+Al - GORKUM 1 NAAST 7 | Kr+Al - GORKUM 2 NAAST 6 | Kr+Al - HOLLANDVEEN NAAST 5 | Kr+Al - GORKUM 2 NAAST 4 | Kr+Al - GORKUM 2 NAAST 3 | Kr+Al - GORKUM 1 NAAST 2 | Kr+Al - GORKUM 2 NAAST 1 | Alg - Zand (0-30) STRESS TABLES OF SIGMA-VERTICAL VERSUS TAU ========================================== Table name : "Alg - Cunetzand" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 104.11 | Table name : "Alg - Dijksmateriaal nieu" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.50 | 2 | 200.00 | 91.50 | Table name : "Alg - Zand (0-30)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 115.47 | Table name : "Kr+Al - BASISVEEN NAAST" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.66 | 2 | 15.04 | 9.16 | 3 | 24.07 | 13.02 | 4 | 33.09 | 17.10 | 5 | 42.11 | 20.59 | 6 | 48.13 | 22.03 | 7 | 51.14 | 22.79 | 8 | 54.15 | 22.79 | 9 | 60.16 | 22.79 | Table name : "Kr+Al - BASISVEEN ONDER" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 5.39 | 6.97 | 3 | 21.55 | 20.02 | 4 | 43.09 | 31.42 | 5 | 86.18 | 43.45 | 6 | 91.57 | 44.76 | 7 | 102.34 | 44.76 | 8 | 107.72 | 44.76 | Table name : "Kr+Al - DIJKSMATERIAAL" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.19 | 2 | 16.00 | 10.09 | 3 | 40.00 | 19.92 | 4 | 80.00 | 34.13 | 5 | 104.00 | 40.98 | 6 | 112.00 | 42.10 | 7 | 128.00 | 46.55 | 8 | 136.00 | 46.55 | 9 | 160.00 | 46.55 | Table name : "Kr+Al - GORKUM GEUL" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 10.71 | 4.85 | 3 | 32.13 | 12.19 | 4 | 58.90 | 19.97 | 5 | 74.97 | 29.37 | 6 | 85.68 | 32.09 | 7 | 96.39 | 35.13 | 8 | 107.10 | 35.13 | Table name : "Kr+Al - GORKUM 1 NAAST" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.38 | 2 | 18.00 | 9.60 | 3 | 42.00 | 17.55 | 4 | 66.00 | 24.85 | 5 | 72.00 | 25.07 | 6 | 84.00 | 28.19 | 7 | 90.00 | 31.52 | 8 | 96.00 | 31.52 | 9 | 108.00 | 31.52 | 10 | 120.00 | 31.52 | Table name : "Kr+Al - GORKUM 1 ONDER" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.97 | 2 | 7.00 | 8.57 | 3 | 14.00 | 13.21 | 4 | 35.00 | 23.15 | 5 | 56.00 | 30.61 | 6 | 84.00 | 38.05 | 7 | 98.00 | 40.55 | 8 | 119.00 | 40.55 | 9 | 140.00 | 40.55 | Table name : "Kr+Al - GORKUM 2 NAAST" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.38 | 2 | 16.00 | 7.81 | 3 | 32.00 | 13.89 | 4 | 72.00 | 27.60 | 5 | 88.00 | 33.43 | 6 | 120.00 | 43.34 | 7 | 128.00 | 43.34 | 8 | 160.00 | 43.34 | Table name : "Kr+Al - GORKUM 2 ONDER" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.73 | 2 | 12.00 | 9.60 | 3 | 24.00 | 15.40 | 4 | 36.00 | 20.33 | 5 | 48.00 | 24.73 | 6 | 66.00 | 30.87 | 7 | 96.00 | 38.69 | 8 | 102.00 | 39.11 | 9 | 120.00 | 44.31 | Table name : "Kr+Al - HOLLANDVEEN NAAST" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 4.00 | 2.66 | 3 | 12.00 | 7.30 | 4 | 20.00 | 10.99 | 5 | 36.00 | 17.16 | 6 | 48.00 | 22.04 | 7 | 52.00 | 22.50 | 8 | 60.00 | 25.69 | 9 | 64.00 | 31.90 | 10 | 72.00 | 31.90 | Table name : "Kr+Al - HOLLANDVEEN ONDER" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 6.00 | 9.00 | 3 | 12.00 | 15.45 | 4 | 24.00 | 23.97 | 5 | 36.00 | 29.63 | 6 | 54.00 | 35.36 | 7 | 66.00 | 41.85 | 8 | 72.00 | 42.30 | 9 | 90.00 | 51.07 | Table name : "Kr+Al - KREFTENHEYE NAAST" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.41 | 2 | 16.84 | 7.70 | 3 | 39.29 | 15.70 | 4 | 67.35 | 24.41 | 5 | 78.57 | 28.28 | 6 | 101.02 | 35.37 | 7 | 112.25 | 35.37 | Table name : "Kr+Al - KREFTENHEYE ONDER" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 15.19 | 8.60 | 3 | 50.63 | 24.05 | 4 | 55.69 | 25.04 | 5 | 86.07 | 36.18 | 6 | 91.13 | 36.36 | 7 | 101.26 | 36.36 | Table name : "Kr+Al - TIEL GEUL" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.35 | 2 | 10.95 | 6.98 | 3 | 32.86 | 16.51 | 4 | 49.29 | 23.32 | 5 | 60.24 | 26.99 | 6 | 65.71 | 28.36 | 7 | 93.10 | 36.24 | 8 | 104.05 | 37.71 | 9 | 109.52 | 37.71 | Table name : "Kr+Al - TIEL NAAST" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.87 | 2 | 10.95 | 6.00 | 3 | 27.38 | 11.94 | 4 | 43.81 | 17.63 | 5 | 65.71 | 24.45 | 6 | 71.19 | 27.67 | 7 | 98.57 | 38.22 | 8 | 109.52 | 38.88 | Table name : "Kr+Al - TIEL ONDER" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.80 | 2 | 11.91 | 6.74 | 3 | 23.81 | 11.85 | 4 | 35.71 | 16.18 | 5 | 47.62 | 19.83 | 6 | 59.52 | 23.28 | 7 | 83.33 | 33.90 | 8 | 95.24 | 37.30 | 9 | 107.14 | 42.46 | 10 | 119.05 | 42.46 | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 5.00 [m] X co-ordinate grid right : 15.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 0.00 [m] Y co-ordinate grid top : 10.00 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : -1.00 [m] Y co-ordinate tangent biggest circle : -6.00 [m] Number of circles per grid point : 11 No fixed points input. Total number of center points in the grid: 121 Total number of slip circles in the grid : 1331 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 | 13.00 | -0.10 | 2.40 | 0.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 22 | 100 21 | 0 20 | 0 19 | 0 18 | 0 17 | 0 16 | 0 15 | 0 14 | 0 13 | 0 12 | 0 11 | 0 10 | 0 9 | 0 8 | 0 7 | 0 6 | 0 5 | 0 4 | 0 3 | 0 2 | 0 1 | 100 GEOTEXTILES =========== No geotextiles were input. EARTHQUAKE ========== No earth quake factors were input. ZONE ==== Diketable height [m] = 0.00 X co-ordinate start of zone [m] = 0.00 Boundary of design level influence at X [m] = 0.00 Boundary of design level influence at Y [m] = 0.00 Required safety in zone 1a = 1.19 Required safety in zone 1b = 1.11 Required safety in zone 2a = 1.00 Required safety in zone 2b = 1.00 Left side of minimal road [m] = 0.00 Right side of minimal road [m] = 0.00 Required safety in zone 3a = 0.90 Required safety in zone 3b = 0.90 Stability calculation side = right Remolding reduction factor = 0.50 Schematization reduction factor = 0.80 Overtopping condition <= 0.1 l/m/s ****************************************************************************** **************** The input has been tested, and is correct. **************** ****************************************************************************** RESULTS OF THE SLOPE STABILITY ANALYSIS ======================================= Information on the critical circle : Fmin = 1.002 Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 9.00 [m] Y co-ordinate center point : 7.00 [m] Radius of critical circle : 9.50 [m] The center point of the critical circle is enclosed Total driving moment : 2392.53 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 236.84 [kNm/m] Iterated resisting moment : 2392.53 [kNm/m] Non-iterated resisting moment : 2397.86 [kNm/m] Information on the zone plane : Fmin = 1.007 : Zone = 1A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 10.00 [m] Y co-ordinate center point : 8.00 [m] Radius of critical circle : 11.00 [m] The center point of the critical circle is enclosed Total driving moment : 3072.54 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 287.63 [kNm/m] Iterated resisting moment : 3072.54 [kNm/m] Non-iterated resisting moment : 3095.57 [kNm/m] Information on the zone plane : Fmin = 1.002 : Zone = 2A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 9.00 [m] Y co-ordinate center point : 7.00 [m] Radius of critical circle : 9.50 [m] The center point of the critical circle is enclosed Total driving moment : 2392.53 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 236.84 [kNm/m] Iterated resisting moment : 2392.53 [kNm/m] Non-iterated resisting moment : 2397.86 [kNm/m] END OF D-Geo Stability OUTPUT =============================