Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : DELTARES Date : 08-May-14 Time : 11:51:43 Output file : D:\DAM Projecten\Schieland en Krimpenerwaard\Invoer DAM (mei 2014)\csvfiles\Geometries\24,5+58 Bishop a.sto Input file : D:\DAM Projecten\Schieland en Krimpenerwaard\Invoer DAM (mei 2014)\csvfiles\Geometries\24,5+58 Bishop a.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Toetsing Hollandse IJssel : hmp 245.58 (hoge freatische lijn) Calculation model : Bishop Default shear strength : Stress tables Zone type : New LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 18 - X - | -30.00 0.00 3.10 3.50 3.90 4.50 18 - Y - | 3.40 3.80 3.80 4.00 4.00 3.70 | 18 - X - | 8.00 9.00 10.00 16.00 38.20 50.00 18 - Y - | 1.44 0.80 0.40 0.10 -1.00 -1.00 | 17 - X - | -30.00 3.90 4.50 8.00 9.00 10.00 17 - Y - | 2.10 2.10 3.70 1.44 0.80 0.40 | 17 - X - | 16.00 38.20 50.00 17 - Y - | 0.10 -1.00 -1.00 | 16 - X - | -30.00 3.90 8.00 8.00 9.00 10.00 16 - Y - | -3.00 -3.00 -2.80 1.44 0.80 0.40 | 16 - X - | 16.00 38.20 50.00 16 - Y - | 0.10 -1.00 -1.00 | 15 - X - | -30.00 3.90 8.00 8.00 8.00 9.00 15 - Y - | -3.00 -3.00 -5.49 -2.80 1.44 0.80 | 15 - X - | 10.00 16.00 38.20 50.00 15 - Y - | 0.40 0.10 -1.00 -1.00 | 14 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 14 - Y - | -5.20 -5.20 -6.21 -5.49 -2.80 1.44 | 14 - X - | 9.00 10.00 16.00 38.20 50.00 14 - Y - | 0.80 0.40 0.10 -1.00 -1.00 | 13 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 13 - Y - | -7.40 -7.40 -8.68 -6.21 -5.49 -2.80 | 13 - X - | 8.00 9.00 10.00 16.00 38.20 50.00 13 - Y - | 1.44 0.80 0.40 0.10 -1.00 -1.00 | 12 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 12 - Y - | -11.10 -11.10 -11.10 -9.56 -8.68 -6.21 | 12 - X - | 8.00 8.00 8.00 9.00 10.00 16.00 12 - Y - | -5.49 -2.80 1.44 0.80 0.40 0.10 | 12 - X - | 38.20 50.00 12 - Y - | -1.00 -1.00 | 11 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 11 - Y - | -12.60 -12.60 -11.93 -11.10 -9.56 -8.68 | 11 - X - | 8.00 8.00 8.00 8.00 9.00 10.00 11 - Y - | -6.21 -5.49 -2.80 1.44 0.80 0.40 | 11 - X - | 16.00 38.20 50.00 11 - Y - | 0.10 -1.00 -1.00 | 10 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 10 - Y - | -13.20 -13.20 -12.33 -11.93 -11.10 -9.56 | 10 - X - | 8.00 8.00 8.00 8.00 8.00 9.00 10 - Y - | -8.68 -6.21 -5.49 -2.80 1.44 0.80 | 10 - X - | 10.00 16.00 38.20 50.00 10 - Y - | 0.40 0.10 -1.00 -1.00 | 9 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 9 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.10 | 9 - X - | 8.00 8.00 8.00 8.00 8.00 8.00 9 - Y - | -9.56 -8.68 -6.21 -5.49 -2.80 1.44 | 9 - X - | 9.00 10.00 16.00 38.20 50.00 9 - Y - | 0.80 0.40 0.10 -1.00 -1.00 | 8 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 8 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.10 | 8 - X - | 8.00 8.00 8.00 8.00 8.00 10.00 8 - Y - | -9.56 -8.68 -6.21 -5.49 -2.80 -2.70 | 8 - X - | 50.00 8 - Y - | -2.70 | 7 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 7 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.10 | 7 - X - | 8.00 8.00 8.00 8.00 10.00 50.00 7 - Y - | -9.56 -8.68 -6.21 -5.49 -6.70 -6.70 | 6 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 6 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.10 | 6 - X - | 8.00 8.00 8.00 10.00 50.00 6 - Y - | -9.56 -8.68 -6.21 -6.70 -6.70 | 5 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 5 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.10 | 5 - X - | 8.00 8.00 10.00 50.00 5 - Y - | -9.56 -8.68 -9.30 -9.30 | 4 - X - | -30.00 3.90 8.00 8.00 8.00 8.00 4 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.10 | 4 - X - | 10.00 50.00 4 - Y - | -11.10 -11.10 | 3 - X - | -30.00 3.90 8.00 8.00 8.00 10.00 3 - Y - | -14.80 -14.80 -13.63 -12.33 -11.93 -11.60 | 3 - X - | 50.00 3 - Y - | -11.60 | 2 - X - | -30.00 3.90 8.00 8.00 10.00 50.00 2 - Y - | -14.80 -14.80 -13.63 -12.33 -11.90 -11.90 | 1 - X - | -30.00 3.90 8.00 10.00 50.00 1 - Y - | -14.80 -14.80 -13.63 -13.10 -13.10 | 0 - X - | -30.00 50.00 0 - Y - | -20.00 -20.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -30.00 -1.25 3.89 10.05 16.00 38.31 1 - Y - | 2.70 2.70 2.70 0.02 -0.34 -1.48 | 1 - X - | 50.00 1 - Y - | -1.48 | 2 - X - | -30.00 50.00 2 - Y - | -2.30 -2.30 | 3 - X - | -30.00 50.00 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 ---------|----------------------------- 18 | Zand 17 | OB 16 | GLicht onder 15 | GLicht onder 14 | HVeen onder 13 | GLicht onder 12 | GZwaar onder 11 | BVeen onder 10 | Kreftenheye onder 9 | Tiel naast 8 | HVeen naast (hoog wrijvin 7 | GLicht onder 6 | HVeen naast (laag wrijvin 5 | GLicht naast 4 | GZwaar naast 3 | BVeen naast 2 | Kreftenheye naast 1 | WL_Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 18 | 20.00 | 18.00 | 1 | 1 | 17 | 17.50 | 17.50 | 1 | 99 | 16 | 14.00 | 14.00 | 99 | 99 | 15 | 14.00 | 14.00 | 99 | 99 | 14 | 11.00 | 11.00 | 99 | 99 | 13 | 14.00 | 14.00 | 99 | 99 | 12 | 16.00 | 16.00 | 99 | 99 | 11 | 11.00 | 11.00 | 99 | 2 | 10 | 18.00 | 18.00 | 2 | 3 | 9 | 16.00 | 16.00 | 1 | 1 | 8 | 10.50 | 10.50 | 1 | 99 | 7 | 14.00 | 14.00 | 99 | 99 | 6 | 11.00 | 11.00 | 99 | 99 | 5 | 13.00 | 13.00 | 99 | 99 | 4 | 15.50 | 15.50 | 99 | 99 | 3 | 10.50 | 10.50 | 99 | 2 | 2 | 18.00 | 18.00 | 2 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 18 | - | - | - | - | - | - | - | 17 | - | - | - | - | - | - | - | 16 | - | - | - | - | - | - | - | 15 | - | - | - | - | - | - | - | 14 | - | - | - | - | - | - | - | 13 | - | - | - | - | - | - | - | 12 | - | - | - | - | - | - | - | 11 | - | - | - | - | - | - | - | 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 18 | Alg - Zand (0-30) 17 | Kr+Al - DIJKSMATERIAAL 16 | Kr+Al - GORKUM 1 ONDER 15 | Kr+Al - GORKUM 1 ONDER 14 | Kr+Al - HOLLANDVEEN ONDER 13 | Kr+Al - GORKUM 1 ONDER 12 | Kr+Al - GORKUM 2 ONDER 11 | Kr+Al - BASISVEEN ONDER 10 | Kr+Al - KREFTENHEYE ONDER 9 | Kr+Al - TIEL NAAST 8 | Kr+Al - HOLLANDVEEN NAAST 7 | Kr+Al - GORKUM 1 ONDER 6 | Kr+Al - HOLLANDVEEN NAAST 5 | Kr+Al - GORKUM 1 NAAST 4 | Kr+Al - GORKUM 2 NAAST 3 | Kr+Al - BASISVEEN NAAST 2 | Kr+Al - KREFTENHEYE 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 : 2.00 [m] Y co-ordinate grid top : 12.00 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 1.00 [m] Y co-ordinate tangent biggest circle : -4.00 [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 | 0.60 | 3.10 | 0.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 18 | 100 17 | 0 16 | 0 15 | 0 14 | 0 13 | 0 12 | 0 11 | 0 10 | 100 9 | 100 8 | 100 7 | 100 6 | 100 5 | 100 4 | 100 3 | 100 2 | 100 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 = 0.986 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 : 7.00 [m] The center point of the critical circle is enclosed Total driving moment : 584.45 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 25.68 [kNm/m] Iterated resisting moment : 584.45 [kNm/m] Non-iterated resisting moment : 577.89 [kNm/m] Information on the zone plane : Fmin = 1.050 : Zone = 1A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 9.00 [m] Y co-ordinate center point : 10.00 [m] Radius of critical circle : 11.00 [m] The center point of the critical circle is enclosed Total driving moment : 1891.65 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 232.38 [kNm/m] Iterated resisting moment : 1891.65 [kNm/m] Non-iterated resisting moment : 1981.70 [kNm/m] Information on the zone plane : Fmin = 0.986 : 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 : 7.00 [m] The center point of the critical circle is enclosed Total driving moment : 584.45 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 25.68 [kNm/m] Iterated resisting moment : 584.45 [kNm/m] Non-iterated resisting moment : 577.89 [kNm/m] Information on the zone plane : Fmin = 1.043 : Zone = 2B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 9.00 [m] Y co-ordinate center point : 8.00 [m] Radius of critical circle : 7.50 [m] The center point of the critical circle is enclosed Total driving moment : 476.25 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 24.70 [kNm/m] Iterated resisting moment : 476.25 [kNm/m] Non-iterated resisting moment : 492.99 [kNm/m] END OF D-Geo Stability OUTPUT =============================