Program : D-Geo Stability Version : 10.1.4.3 License : Unknown Company : DELTARES Date : 6/5/2014 Time : 4:35:45 PM Output file : Z:\D\DAM\DAM WGS\STBI\Invoerbestanden\Geometries\10Z_358_STBI_pp.sto Input file : Z:\D\DAM\DAM WGS\STBI\Invoerbestanden\Geometries\10Z_358_STBI_pp.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Dwarsprofiel Pzg_220 : Binnenwaartse stabiliteit [STBI] Calculation model : Bishop Default shear strength : Stress tables LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 10 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 10 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 10 - X - | 17.21 24.50 25.64 28.09 32.06 32.80 10 - Y - | 0.02 0.31 0.49 1.16 2.52 2.55 | 10 - X - | 34.52 36.11 36.70 40.40 41.29 43.13 10 - Y - | 2.55 2.55 2.53 1.06 0.89 0.87 | 10 - X - | 45.09 46.11 47.91 49.28 49.95 55.00 10 - Y - | 0.81 0.69 0.15 -0.10 -0.22 -0.46 | 10 - X - | 61.00 65.50 69.81 10 - Y - | -0.58 -2.90 -5.00 | 9 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 9 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 9 - X - | 17.21 24.50 26.73 49.28 49.95 55.00 9 - Y - | 0.02 0.31 -0.10 -0.10 -0.22 -0.46 | 9 - X - | 61.00 65.50 69.81 9 - Y - | -0.58 -2.90 -5.00 | 8 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 8 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 8 - X - | 17.21 24.50 26.73 28.08 34.97 41.18 8 - Y - | 0.02 0.31 -0.10 -0.35 -1.60 -1.03 | 8 - X - | 49.95 55.00 61.00 65.50 69.81 8 - Y - | -0.22 -0.46 -0.58 -2.90 -5.00 | 7 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 7 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 7 - X - | 17.21 24.50 26.73 28.08 34.97 41.18 7 - Y - | 0.02 0.31 -0.10 -0.35 -1.60 -1.03 | 7 - X - | 61.00 65.50 69.81 7 - Y - | -0.58 -2.90 -5.00 | 6 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 6 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 6 - X - | 17.21 24.50 26.73 28.08 34.97 41.18 6 - Y - | 0.02 0.31 -0.10 -0.35 -1.60 -1.03 | 6 - X - | 41.26 65.50 69.81 6 - Y - | -3.10 -2.90 -5.00 | 5 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 5 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 5 - X - | 17.21 20.79 26.73 28.08 34.97 41.18 5 - Y - | 0.02 -0.10 -0.10 -0.35 -1.60 -1.03 | 5 - X - | 41.26 65.50 69.81 5 - Y - | -3.10 -2.90 -5.00 | 4 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 4 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 4 - X - | 17.21 20.79 28.08 34.97 41.18 41.26 4 - Y - | 0.02 -0.10 -0.35 -1.60 -1.03 -3.10 | 4 - X - | 65.50 69.81 4 - Y - | -2.90 -5.00 | 3 - X - | 0.00 14.39 15.45 16.02 16.91 17.17 3 - Y - | -0.23 -0.25 -0.61 -1.19 -1.15 -0.10 | 3 - X - | 20.79 28.08 34.97 41.18 41.26 65.50 3 - Y - | -0.10 -0.35 -1.60 -1.03 -3.10 -2.90 | 3 - X - | 69.81 3 - Y - | -5.00 | 2 - X - | 0.00 28.00 28.08 34.97 41.18 41.26 2 - Y - | -3.20 -3.10 -0.35 -1.60 -1.03 -3.10 | 2 - X - | 65.50 69.81 2 - Y - | -2.90 -5.00 | 1 - X - | 0.00 28.00 41.26 65.50 69.81 1 - Y - | -3.20 -3.10 -3.10 -2.90 -5.00 | 0 - X - | 0.00 69.81 0 - Y - | -15.00 -15.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 30.30 32.77 36.08 41.26 49.92 1 - Y - | 1.95 1.90 1.45 1.45 0.59 -0.52 | 1 - X - | 62.33 69.81 1 - Y - | -1.30 -1.30 | 2 - X - | 0.00 4.47 24.47 32.77 34.49 36.08 2 - Y - | 1.95 1.95 0.80 0.44 0.32 0.20 | 2 - X - | 41.26 60.97 69.81 2 - Y - | -0.17 -1.30 -1.30 | 3 - X - | 0.00 4.47 24.47 32.77 34.49 36.08 3 - Y - | 0.00 0.00 -0.46 -0.60 -0.65 -0.70 | 3 - X - | 41.26 60.97 69.81 3 - Y - | -0.85 -1.30 -1.30 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 ---------|----------------------------- 10 | Dijkmateriaal kleiig (OB) 9 | Dijkmateriaal kleiig (OB) 8 | Klei Duinkerke (DKN) 7 | Hollandveen (HVN) 6 | Klei Duinkerke (DKN) 5 | Klei Duinkerke (DKN) 4 | Hollandveen (HVN) 3 | Hollandveen (HVN) 2 | Hollandveen (HVO) 1 | Zand Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 10 | 16.00 | 16.00 | 1 | 1 | 9 | 16.00 | 16.00 | 99 | 3 | 8 | 14.50 | 14.50 | 99 | 99 | 7 | 11.00 | 11.00 | 99 | 3 | 6 | 14.50 | 14.50 | 1 | 99 | 5 | 14.50 | 14.50 | 99 | 99 | 4 | 11.00 | 11.00 | 99 | 99 | 3 | 11.00 | 11.00 | 99 | 2 | 2 | 11.00 | 11.00 | 3 | 3 | 1 | 18.00 | 20.00 | 2 | - | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 10 | Dijkmateriaal kleiig (OB) 9 | Dijkmateriaal kleiig (OB) 8 | Klei Duinkerke (DKN) 7 | Hollandveen (HVN) 6 | Klei Duinkerke (DKN) 5 | Klei Duinkerke (DKN) 4 | Hollandveen (HVN) 3 | Hollandveen (HVN) 2 | Hollandveen (HVO) 1 | Zand (0-30) STRESS TABLES OF SIGMA-VERTICAL VERSUS TAU ========================================== Table name : "GD (DKN)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.01 | 2 | 4.31 | 2.57 | 3 | 8.62 | 4.71 | 4 | 12.92 | 6.78 | 5 | 17.23 | 8.93 | 6 | 21.54 | 10.86 | 7 | 25.85 | 12.67 | 8 | 30.16 | 14.40 | 9 | 34.47 | 15.75 | 10 | 38.77 | 17.09 | 11 | 43.08 | 18.25 | 12 | 47.39 | 19.81 | 13 | 51.70 | 21.33 | 14 | 56.01 | 22.41 | 15 | 60.31 | 24.22 | 16 | 64.62 | 25.67 | 17 | 68.93 | 27.09 | 18 | 73.24 | 27.48 | 19 | 77.55 | 28.52 | Table name : "GD (DKO)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.03 | 2 | 4.82 | 3.77 | 3 | 9.63 | 6.00 | 4 | 14.45 | 8.28 | 5 | 19.27 | 10.49 | 6 | 24.08 | 12.75 | 7 | 28.90 | 14.58 | 8 | 33.72 | 16.44 | 9 | 38.53 | 17.99 | 10 | 43.35 | 19.23 | 11 | 48.17 | 20.63 | 12 | 52.98 | 22.03 | 13 | 57.80 | 23.46 | 14 | 62.62 | 24.91 | 15 | 67.43 | 26.40 | 16 | 72.25 | 27.54 | 17 | 77.07 | 28.98 | 18 | 81.88 | 30.10 | 19 | 86.70 | 31.40 | 20 | 91.52 | 33.11 | 21 | 96.33 | 34.89 | Table name : "GD (HVN)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 3.67 | 1.37 | 3 | 7.34 | 3.68 | 4 | 11.01 | 5.56 | 5 | 14.68 | 7.28 | 6 | 18.35 | 9.58 | 7 | 22.01 | 11.27 | 8 | 25.68 | 13.18 | 9 | 29.35 | 13.25 | 10 | 33.02 | 14.96 | 11 | 36.69 | 16.61 | 12 | 40.36 | 17.73 | Table name : "GD (HVO)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 4.92 | 3.56 | 3 | 9.84 | 8.64 | 4 | 14.75 | 14.01 | 5 | 19.67 | 18.25 | 6 | 24.59 | 21.53 | 7 | 29.51 | 23.95 | 8 | 34.42 | 25.95 | 9 | 39.34 | 27.80 | 10 | 44.26 | 29.52 | 11 | 49.18 | 31.03 | 12 | 54.09 | 31.94 | 13 | 59.01 | 33.10 | 14 | 63.93 | 34.59 | 15 | 68.85 | 36.10 | 16 | 73.76 | 37.14 | 17 | 78.68 | 38.14 | 18 | 83.60 | 41.67 | 19 | 88.52 | 42.89 | Table name : "GD (OB)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.06 | 2 | 5.16 | 2.09 | 3 | 10.33 | 4.82 | 4 | 15.49 | 7.72 | 5 | 20.65 | 10.13 | 6 | 25.81 | 12.12 | 7 | 30.97 | 13.97 | 8 | 36.14 | 15.94 | 9 | 41.30 | 18.15 | 10 | 46.46 | 19.69 | 11 | 51.62 | 21.09 | 12 | 56.79 | 22.87 | 13 | 61.95 | 24.64 | 14 | 67.11 | 26.40 | 15 | 72.27 | 28.45 | 16 | 77.44 | 30.59 | 17 | 82.60 | 33.22 | 18 | 87.76 | 34.57 | 19 | 92.92 | 36.81 | 20 | 103.25 | 37.38 | Table name : "Klei Duinkerke (DKN)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.06 | 2 | 13.43 | 9.69 | 3 | 26.86 | 15.85 | 4 | 40.29 | 23.29 | 5 | 53.72 | 30.09 | 6 | 67.16 | 36.88 | 7 | 80.59 | 43.83 | 8 | 94.02 | 50.78 | 9 | 107.45 | 50.78 | 10 | 120.88 | 50.78 | Table name : "Klei Duinkerke (DKO)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.53 | 2 | 36.04 | 17.83 | 3 | 72.08 | 36.90 | 4 | 108.13 | 52.04 | 5 | 144.17 | 54.95 | 6 | 180.21 | 54.95 | 7 | 216.25 | 54.95 | 8 | 252.30 | 54.95 | 9 | 288.34 | 54.95 | 10 | 324.38 | 54.95 | Table name : "Hollandveen (HVN)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.10 | 2 | 6.63 | 2.87 | 3 | 13.26 | 6.49 | 4 | 19.89 | 8.95 | 5 | 26.52 | 8.95 | 6 | 33.14 | 9.79 | 7 | 39.77 | 14.53 | 8 | 46.40 | 19.28 | 9 | 53.03 | 24.04 | 10 | 59.66 | 24.04 | Table name : "Hollandveen (HVO)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 8.28 | 2 | 9.88 | 15.14 | 3 | 19.76 | 21.78 | 4 | 29.64 | 28.25 | 5 | 39.52 | 34.59 | 6 | 49.41 | 40.85 | 7 | 59.29 | 41.22 | 8 | 69.17 | 41.26 | 9 | 79.05 | 46.48 | 10 | 88.93 | 46.48 | Table name : "Dijkmateriaal kleiig (OB)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.58 | 2 | 10.69 | 7.64 | 3 | 21.37 | 13.73 | 4 | 32.06 | 20.39 | 5 | 42.74 | 28.05 | 6 | 53.43 | 33.07 | 7 | 64.11 | 38.46 | 8 | 74.80 | 43.27 | 9 | 85.48 | 43.27 | 10 | 96.17 | 43.27 | Table name : "Betuwe (1-20)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.00 | 2 | 200.00 | 73.79 | Table name : "Betuwe (0-28)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 106.34 | Table name : "Zand (0-30)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 115.47 | Table name : "Zand OA (0-27,5)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 104.11 | Table name : "nul" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 300.00 | 0.00 | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 35.00 [m] X co-ordinate grid right : 39.88 [m] Number of grid points in X - direction : 20 Y co-ordinate grid bottom : 3.63 [m] Y co-ordinate grid top : 6.65 [m] Number of grid points in Y - direction : 20 Y co-ordinate tangent smallest circle : 0.00 [m] Y co-ordinate tangent biggest circle : -6.00 [m] Number of circles per grid point : 15 No fixed points input. Total number of center points in the grid: 400 Total number of slip circles in the grid : 6000 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 | 33.51 | 36.01 | 15.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 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. ****************************************************************************** **************** 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 = 35.00 [m] X maximum = 39.88 [m] Y minimum = 3.63 [m] Y maximum = 6.65 [m] tangent minimum = -0.43 [m] tangent maximum = 5.57 [m] Information on the critical circle : Fmin = 1.738 Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 38.60 [m] Y co-ordinate center point : 5.54 [m] Radius of critical circle : 5.54 [m] The center point of the critical circle is enclosed Total driving moment : 289.32 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 100.03 [kNm/m] Iterated resisting moment : 289.32 [kNm/m] Non-iterated resisting moment : 474.00 [kNm/m] END OF D-Geo Stability OUTPUT =============================