Program : D-Geo Stability Version : 14.1.1.6 License : Company : Date : 9/10/2014 Time : 3:43:32 PM Output file : D:\Schieland\DAM-projecten_IJsseldijk_HHSK\1. Toetssommen 2D_sti\Geometries\40,6+37 nieuwe PV.sto Input file : D:\Schieland\DAM-projecten_IJsseldijk_HHSK\1. Toetssommen 2D_sti\Geometries\40,6+37 nieuwe PV.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Toetsing Krimpenerwaard : IJsseldijk vak Z Calculation model : Bishop Default shear strength : Stress tables Zone type : New LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 10 - X - | -18.80 -13.56 -12.44 -10.43 -6.67 -5.16 10 - Y - | -1.41 0.18 0.49 0.48 2.50 3.08 | 10 - X - | -4.01 -3.38 -2.86 0.00 3.24 3.82 10 - Y - | 3.40 3.49 3.63 3.68 3.62 3.17 | 10 - X - | 12.64 14.41 15.43 28.50 41.21 41.40 10 - Y - | -1.12 -1.52 -1.59 -1.83 -1.85 -2.30 | 10 - X - | 41.71 55.00 10 - Y - | -3.44 -3.44 | 9 - X - | -18.80 -13.56 -12.44 -10.43 -6.67 -5.16 9 - Y - | -1.41 0.18 0.49 0.48 2.50 3.08 | 9 - X - | -4.01 -3.38 -2.86 -1.34 1.77 3.24 9 - Y - | 3.40 3.49 3.63 1.78 1.78 3.62 | 9 - X - | 3.82 12.64 14.41 15.43 28.50 41.21 9 - Y - | 3.17 -1.12 -1.52 -1.59 -1.83 -1.85 | 9 - X - | 41.40 41.71 55.00 9 - Y - | -2.30 -3.44 -3.44 | 8 - X - | -18.80 3.24 9.50 12.64 12.64 12.64 8 - Y - | -4.77 -4.77 -3.11 -2.30 -2.27 -1.12 | 8 - X - | 14.41 15.43 28.50 41.21 41.40 41.71 8 - Y - | -1.52 -1.59 -1.83 -1.85 -2.30 -3.44 | 8 - X - | 55.00 8 - Y - | -3.44 | 7 - X - | -18.80 3.24 9.50 9.50 12.64 12.64 7 - Y - | -7.17 -7.17 -7.12 -3.11 -2.30 -2.27 | 7 - X - | 12.64 14.41 15.43 28.50 41.21 41.40 7 - Y - | -1.12 -1.52 -1.59 -1.83 -1.85 -2.30 | 7 - X - | 41.71 55.00 7 - Y - | -3.44 -3.44 | 6 - X - | -18.80 3.24 9.50 9.50 9.50 12.64 6 - Y - | -7.17 -7.17 -8.28 -7.12 -3.11 -2.30 | 6 - X - | 12.64 12.64 14.41 15.43 28.50 41.21 6 - Y - | -2.27 -1.12 -1.52 -1.59 -1.83 -1.85 | 6 - X - | 41.40 41.71 55.00 6 - Y - | -2.30 -3.44 -3.44 | 5 - X - | -18.80 3.24 9.50 9.50 9.50 9.50 5 - Y - | -7.72 -7.72 -8.46 -8.28 -7.12 -3.11 | 5 - X - | 12.64 12.64 12.64 14.41 15.43 28.50 5 - Y - | -2.30 -2.27 -1.12 -1.52 -1.59 -1.83 | 5 - X - | 41.21 41.40 41.71 55.00 5 - Y - | -1.85 -2.30 -3.44 -3.44 | 4 - X - | -18.80 3.24 9.50 9.50 9.50 9.50 4 - Y - | -7.72 -7.72 -8.46 -8.28 -7.12 -3.11 | 4 - X - | 12.64 41.40 41.71 55.00 4 - Y - | -2.30 -2.30 -3.44 -3.44 | 3 - X - | -18.80 3.24 9.50 9.50 9.50 12.64 3 - Y - | -7.72 -7.72 -8.46 -8.28 -7.12 -7.10 | 3 - X - | 55.00 3 - Y - | -7.10 | 2 - X - | -18.80 3.24 9.50 9.50 12.64 55.00 2 - Y - | -7.72 -7.72 -8.46 -8.28 -8.85 -8.85 | 1 - X - | -18.80 3.24 9.50 12.64 55.00 1 - Y - | -7.72 -7.72 -8.46 -8.85 -8.85 | 0 - X - | -18.80 55.00 0 - Y - | -10.00 -10.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -18.80 -5.27 -4.55 3.24 12.64 14.41 1 - Y - | 3.00 3.00 2.00 1.50 -1.18 -1.59 | 1 - X - | 17.04 55.00 1 - Y - | -1.95 -1.95 | 2 - X - | -18.80 55.00 2 - Y - | -4.00 -4.00 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 | Cunetzand 9 | DM2_Dijksmateriaal (1) 8 | Hollandveen onder 7 | Gorkum zwaar onder 6 | Kreftenheije onder 5 | Tiel naast 4 | Hollandveen naast 3 | Gorkum zwaar naast 2 | Kreftenheije naast 1 | WL_Pleistoceen zand Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 10 | 17.00 | 19.00 | 1 | 1 | 9 | 18.00 | 18.00 | 99 | 99 | 8 | 10.70 | 10.70 | 99 | 99 | 7 | 15.40 | 15.40 | 99 | 99 | 6 | 18.00 | 18.00 | 99 | 2 | 5 | 14.50 | 14.50 | 1 | 99 | 4 | 10.20 | 10.20 | 99 | 99 | 3 | 14.90 | 14.90 | 99 | 99 | 2 | 18.00 | 18.00 | 99 | 2 | 1 | 18.00 | 20.00 | 2 | - | Pore water pressure ------------------------------ Layer | Excess | P.pres. | number | p.pres. | factor | | [kN/m2] | [-] | ---------|---------|---------| 10 | 0.00 | 1.00 | 9 | 0.00 | 1.00 | 8 | 0.00 | 1.00 | 7 | 0.00 | 1.00 | 6 | 0.00 | 1.00 | 5 | 0.00 | 1.00 | 4 | 0.00 | 1.00 | 3 | 0.00 | 1.00 | 2 | 0.00 | 1.00 | 1 | 0.00 | 1.00 | 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 | Alg - Cunetzand 9 | Kr+Al - DIJKSMATERIAAL 8 | Kr+Al - HOLLANDVEEN ONDER 7 | Kr+Al - GORKUM 2 ONDER 6 | Kr+Al - KREFTENHEYE ONDER 5 | Kr+Al - TIEL NAAST 4 | Kr+Al - HOLLANDVEEN NAAST 3 | Kr+Al - GORKUM 2 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 - Zand (0-30)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 115.47 | Table name : "Alg - Mijnsteen (0-35)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 140.05 | Table name : "Kr+Al - DIJKSMATERIAAL" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.80 | 2 | 13.91 | 8.81 | 3 | 120.00 | 57.50 | 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 - 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 : 4.79 [m] X co-ordinate grid right : 21.90 [m] Number of grid points in X - direction : 12 Y co-ordinate grid bottom : -0.02 [m] Y co-ordinate grid top : 16.15 [m] Number of grid points in Y - direction : 12 Y co-ordinate tangent smallest circle : -0.93 [m] Y co-ordinate tangent biggest circle : -9.83 [m] Number of circles per grid point : 20 No fixed points input. Total number of center points in the grid: 144 Total number of slip circles in the grid : 2880 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 | 0.28 | 2.78 | 0.00 | 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. NAILS ===== No nails were input. EARTHQUAKE ========== No earth quake factors were input. ZONE ==== Diketable height [m] = 3.50 X co-ordinate start of zone [m] = -3.66 Boundary of design level influence at X [m] = -10.00 Boundary of design level influence at Y [m] = -7.00 Required safety in zone 1a = 1.17 Required safety in zone 1b = 1.17 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] = 2.50 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 = 1.142 Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 12.57 [m] Y co-ordinate center point : 10.27 [m] Radius of critical circle : 13.55 [m] The center point of the critical circle is enclosed Total driving moment : 3523.39 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 286.20 [kNm/m] Iterated resisting moment : 4023.57 [kNm/m] Non-iterated resisting moment : 3946.03 [kNm/m] Information on the zone plane : Fmin = 1.323 : Zone = 1A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 11.01 [m] Y co-ordinate center point : 7.33 [m] Radius of critical circle : 15.76 [m] The center point of the critical circle is enclosed Total driving moment : 10477.87 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 308.22 [kNm/m] Iterated resisting moment : 13865.82 [kNm/m] Non-iterated resisting moment : 13665.93 [kNm/m] Information on the zone plane : Fmin = 1.142 : Zone = 1B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 12.57 [m] Y co-ordinate center point : 10.27 [m] Radius of critical circle : 13.55 [m] The center point of the critical circle is enclosed Total driving moment : 3523.39 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 286.20 [kNm/m] Iterated resisting moment : 4023.57 [kNm/m] Non-iterated resisting moment : 3946.03 [kNm/m] Information on the zone plane : Fmin = 1.281 : Zone = 2A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 14.12 [m] Y co-ordinate center point : 7.33 [m] Radius of critical circle : 14.82 [m] The center point of the critical circle is enclosed Total driving moment : 7515.23 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 409.33 [kNm/m] Iterated resisting moment : 9630.18 [kNm/m] Non-iterated resisting moment : 9563.42 [kNm/m] Information on the zone plane : Fmin = 1.173 : Zone = 2B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 11.01 [m] Y co-ordinate center point : 8.80 [m] Radius of critical circle : 11.14 [m] The center point of the critical circle is enclosed Total driving moment : 2254.88 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 193.94 [kNm/m] Iterated resisting moment : 2644.70 [kNm/m] Non-iterated resisting moment : 2578.44 [kNm/m] Information on the zone plane : Fmin = 1.281 : Zone = 3A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 14.12 [m] Y co-ordinate center point : 7.33 [m] Radius of critical circle : 14.82 [m] The center point of the critical circle is enclosed Total driving moment : 7515.23 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 409.33 [kNm/m] Iterated resisting moment : 9630.18 [kNm/m] Non-iterated resisting moment : 9563.42 [kNm/m] Information on the zone plane : Fmin = 1.142 : Zone = 3B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 12.57 [m] Y co-ordinate center point : 10.27 [m] Radius of critical circle : 13.55 [m] The center point of the critical circle is enclosed Total driving moment : 3523.39 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 286.20 [kNm/m] Iterated resisting moment : 4023.57 [kNm/m] Non-iterated resisting moment : 3946.03 [kNm/m] END OF D-Geo Stability OUTPUT ============================= END OF D-Geo Stability OUTPUT =============================