Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : Hoogheemraadschap van Schieland en de Krimpenerwaard Date : 30-4-2014 Time : 12:54:41 Output file : P:\DAM\3. Invoer_D-Geo-sommen_HIJ_KW\csvfiles\Geometries\37,6+00 nieuwe PV.sto Input file : P:\DAM\3. Invoer_D-Geo-sommen_HIJ_KW\csvfiles\Geometries\37,6+00 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] ------------|---------------------------------------------------- | 14 - X - | -18.80 -7.16 -4.54 -3.18 0.00 3.05 14 - Y - | 2.85 3.38 3.55 3.66 3.66 3.58 | 14 - X - | 4.39 12.14 14.46 20.51 27.10 36.40 14 - Y - | 3.24 -1.06 -1.53 -1.98 -2.02 -1.98 | 14 - X - | 47.47 48.87 55.00 14 - Y - | -1.89 -2.89 -3.06 | 13 - X - | -18.80 -7.16 -4.54 -3.18 -1.18 1.00 13 - Y - | 2.85 3.38 3.55 3.66 1.48 1.48 | 13 - X - | 3.05 4.39 12.14 14.46 20.51 27.10 13 - Y - | 3.58 3.24 -1.06 -1.53 -1.98 -2.02 | 13 - X - | 36.40 47.47 48.87 55.00 13 - Y - | -1.98 -1.89 -2.89 -3.06 | 12 - X - | -18.80 3.05 10.60 14.46 20.51 27.10 12 - Y - | 0.68 0.68 -1.64 -2.90 -1.98 -2.02 | 12 - X - | 36.40 47.47 48.87 55.00 12 - Y - | -1.98 -1.89 -2.89 -3.06 | 11 - X - | -18.80 3.05 10.60 10.60 14.46 20.51 11 - Y - | -2.25 -2.32 -3.56 -1.64 -2.90 -1.98 | 11 - X - | 27.10 36.40 47.47 48.87 55.00 11 - Y - | -2.02 -1.98 -1.89 -2.89 -3.06 | 10 - X - | -18.80 3.05 10.60 10.60 10.60 14.46 10 - Y - | -4.62 -4.62 -4.34 -3.56 -1.64 -2.90 | 10 - X - | 20.51 27.10 36.40 47.47 48.87 55.00 10 - Y - | -1.98 -2.02 -1.98 -1.89 -2.89 -3.06 | 9 - X - | -18.80 3.05 10.60 10.60 10.60 10.60 9 - Y - | -7.42 -7.42 -7.81 -4.34 -3.56 -1.64 | 9 - X - | 14.46 20.51 27.10 36.40 47.47 48.87 9 - Y - | -2.90 -1.98 -2.02 -1.98 -1.89 -2.89 | 9 - X - | 55.00 9 - Y - | -3.06 | 8 - X - | -18.80 3.05 10.60 10.60 10.60 10.60 8 - Y - | -8.22 -8.22 -8.48 -7.81 -4.34 -3.56 | 8 - X - | 10.60 14.46 20.51 27.10 36.40 47.47 8 - Y - | -1.64 -2.90 -1.98 -2.02 -1.98 -1.89 | 8 - X - | 48.87 55.00 8 - Y - | -2.89 -3.06 | 7 - X - | -18.80 3.05 10.60 10.60 10.60 10.60 7 - Y - | -8.72 -8.72 -9.04 -8.48 -7.81 -4.34 | 7 - X - | 10.60 10.60 14.46 20.51 27.10 36.40 7 - Y - | -3.56 -1.64 -2.90 -1.98 -2.02 -1.98 | 7 - X - | 47.47 48.87 55.00 7 - Y - | -1.89 -2.89 -3.06 | 6 - X - | -18.80 3.05 10.60 10.60 10.60 10.60 6 - Y - | -8.72 -8.72 -9.04 -8.48 -7.81 -4.34 | 6 - X - | 10.60 10.60 14.46 48.87 55.00 6 - Y - | -3.56 -1.64 -2.90 -2.89 -3.06 | 5 - X - | -18.80 3.05 10.60 10.60 10.60 10.60 5 - Y - | -8.72 -8.72 -9.04 -8.48 -7.81 -4.34 | 5 - X - | 10.60 14.46 55.00 5 - Y - | -3.56 -4.20 -4.20 | 4 - X - | -18.80 3.05 10.60 10.60 10.60 10.60 4 - Y - | -8.72 -8.72 -9.04 -8.48 -7.81 -4.34 | 4 - X - | 14.46 55.00 4 - Y - | -4.20 -4.20 | 3 - X - | -18.80 3.05 10.60 10.60 10.60 14.46 3 - Y - | -8.72 -8.72 -9.04 -8.48 -7.81 -8.00 | 3 - X - | 55.00 3 - Y - | -8.00 | 2 - X - | -18.80 3.05 10.60 10.60 14.46 55.00 2 - Y - | -8.72 -8.72 -9.04 -8.48 -8.60 -8.60 | 1 - X - | -18.80 3.05 10.60 14.46 55.00 1 - Y - | -8.72 -8.72 -9.04 -9.20 -9.20 | 0 - X - | -18.80 55.00 0 - Y - | -10.00 -10.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -18.80 -15.38 -14.07 3.05 12.17 14.42 1 - Y - | 3.00 3.00 2.00 1.50 -1.06 -1.55 | 1 - X - | 16.73 55.00 1 - Y - | -1.92 -1.92 | 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 ---------|----------------------------- 14 | Cunetzand 13 | Dijksmateriaal 12 | Gorkum licht onder 11 | Gorkum zwaar onder 10 | Hollandveen onder 9 | Zand 8 | Kreftenheije onder 7 | Hollandveen naast 6 | Gorkum licht naast 5 | Gorkum zwaar naast 4 | Hollandveen naast 3 | Zand 2 | Kreftenheije naast 1 | WL_Pleistoceen zand Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 14 | 17.00 | 19.00 | 1 | 1 | 13 | 18.00 | 18.00 | 1 | 1 | 12 | 13.70 | 13.70 | 1 | 99 | 11 | 15.40 | 15.40 | 99 | 99 | 10 | 10.70 | 10.70 | 99 | 99 | 9 | 17.00 | 19.00 | 99 | 99 | 8 | 18.00 | 18.00 | 99 | 2 | 7 | 10.20 | 10.20 | 1 | 1 | 6 | 13.20 | 13.20 | 1 | 99 | 5 | 14.90 | 14.90 | 99 | 99 | 4 | 10.20 | 10.20 | 99 | 99 | 3 | 17.00 | 19.00 | 99 | 99 | 2 | 18.00 | 18.00 | 99 | 2 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 14 | - | - | - | - | - | - | - | 13 | - | - | - | - | - | - | - | 12 | - | - | - | - | - | - | - | 11 | - | - | - | - | - | - | - | 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 14 | Alg - Cunetzand 13 | Kr+Al - DIJKSMATERIAAL 12 | Kr+Al - GORKUM 1 ONDER 11 | Kr+Al - GORKUM 2 ONDER 10 | Kr+Al - HOLLANDVEEN ONDER 9 | Alg - Zand (0-30) 8 | Kr+Al - KREFTENHEYE ONDER 7 | Kr+Al - HOLLANDVEEN NAAST 6 | Kr+Al - GORKUM 1 NAAST 5 | Kr+Al - GORKUM 2 NAAST 4 | Kr+Al - HOLLANDVEEN NAAST 3 | Alg - Zand (0-30) 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 : 4.28 [m] X co-ordinate grid right : 21.39 [m] Number of grid points in X - direction : 12 Y co-ordinate grid bottom : -0.64 [m] Y co-ordinate grid top : 16.66 [m] Number of grid points in Y - direction : 12 Y co-ordinate tangent smallest circle : -0.85 [m] Y co-ordinate tangent biggest circle : -8.00 [m] Number of circles per grid point : 15 No fixed points input. Total number of center points in the grid: 144 Total number of slip circles in the grid : 2160 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 | 0.00 | 2.50 | 0.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 14 | 100 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] = 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 = 1.107 Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 12.06 [m] Y co-ordinate center point : 11.94 [m] Radius of critical circle : 13.30 [m] The center point of the critical circle is enclosed Total driving moment : 1700.24 [kNm/m] Driving moment free water : -0.01 [kNm/m] Driving moment external loads : 106.09 [kNm/m] Iterated resisting moment : 1700.24 [kNm/m] Non-iterated resisting moment : 1846.93 [kNm/m] Information on the zone plane : Fmin = 1.413 : Zone = 1A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 15.17 [m] Y co-ordinate center point : 15.09 [m] Radius of critical circle : 22.58 [m] The center point of the critical circle is enclosed Total driving moment : 12584.62 [kNm/m] Driving moment free water : -82.40 [kNm/m] Driving moment external loads : 452.28 [kNm/m] Iterated resisting moment : 12584.62 [kNm/m] Non-iterated resisting moment : 17549.12 [kNm/m] Information on the zone plane : Fmin = 1.107 : Zone = 1B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 12.06 [m] Y co-ordinate center point : 11.94 [m] Radius of critical circle : 13.30 [m] The center point of the critical circle is enclosed Total driving moment : 1700.24 [kNm/m] Driving moment free water : -0.01 [kNm/m] Driving moment external loads : 106.09 [kNm/m] Iterated resisting moment : 1700.24 [kNm/m] Non-iterated resisting moment : 1846.93 [kNm/m] Information on the zone plane : Fmin = 1.337 : Zone = 2A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 16.72 [m] Y co-ordinate center point : 11.94 [m] Radius of critical circle : 19.43 [m] The center point of the critical circle is enclosed Total driving moment : 9203.55 [kNm/m] Driving moment free water : -73.67 [kNm/m] Driving moment external loads : 502.82 [kNm/m] Iterated resisting moment : 9203.55 [kNm/m] Non-iterated resisting moment : 12090.71 [kNm/m] Information on the zone plane : Fmin = 1.171 : Zone = 2B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 16.72 [m] Y co-ordinate center point : 16.66 [m] Radius of critical circle : 20.06 [m] The center point of the critical circle is not enclosed Total driving moment : 4049.63 [kNm/m] Driving moment free water : -15.51 [kNm/m] Driving moment external loads : 196.90 [kNm/m] Iterated resisting moment : 4049.63 [kNm/m] Non-iterated resisting moment : 4654.33 [kNm/m] Information on the zone plane : Fmin = 1.337 : Zone = 3A Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 16.72 [m] Y co-ordinate center point : 11.94 [m] Radius of critical circle : 19.43 [m] The center point of the critical circle is enclosed Total driving moment : 9203.55 [kNm/m] Driving moment free water : -73.67 [kNm/m] Driving moment external loads : 502.82 [kNm/m] Iterated resisting moment : 9203.55 [kNm/m] Non-iterated resisting moment : 12090.71 [kNm/m] Information on the zone plane : Fmin = 1.107 : Zone = 3B Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 12.06 [m] Y co-ordinate center point : 11.94 [m] Radius of critical circle : 13.30 [m] The center point of the critical circle is enclosed Total driving moment : 1700.24 [kNm/m] Driving moment free water : -0.01 [kNm/m] Driving moment external loads : 106.09 [kNm/m] Iterated resisting moment : 1700.24 [kNm/m] Non-iterated resisting moment : 1846.93 [kNm/m] END OF D-Geo Stability OUTPUT =============================