Program : D-Geo Stability Version : 10.1.3.900 License : Unknown Company : Date : 01/09/2014 Time : 16:51:11 Output file : G:\DAM\Run7\invoerbestanden\geometries\TG435_056_STBI_opbarsten sloot_instationair.sto Input file : G:\DAM\Run7\invoerbestanden\geometries\TG435_056_STBI_opbarsten sloot_instationair.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Derde toetsingsronde Dijkring 43 : TG435+056 STBI Calculation model : Bishop Default shear strength : Stress tables LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 18 - X - | -30.00 -15.15 -14.43 -9.25 -3.00 -0.25 18 - Y - | 1.90 2.10 2.26 3.40 6.56 6.58 | 18 - X - | 6.00 10.20 20.40 27.50 28.75 32.70 18 - Y - | 6.61 6.16 2.35 1.62 0.52 0.52 | 18 - X - | 33.20 55.00 80.00 18 - Y - | 1.50 1.50 1.50 | 17 - X - | -30.00 -15.15 -14.43 -9.25 -3.00 -0.25 17 - Y - | 1.90 2.10 2.26 3.40 6.56 6.58 | 17 - X - | 6.00 10.20 20.40 26.35 28.75 32.70 17 - Y - | 6.61 6.16 2.35 0.40 0.52 0.52 | 17 - X - | 33.20 55.00 80.00 17 - Y - | 1.50 1.50 1.50 | 16 - X - | -30.00 -15.15 -14.43 -9.25 -3.00 -0.25 16 - Y - | 1.90 2.10 2.26 3.40 6.56 6.58 | 16 - X - | 0.00 2.60 3.30 8.30 13.00 15.00 16 - Y - | 5.80 5.65 5.65 3.00 2.35 2.25 | 16 - X - | 26.35 28.75 32.70 33.20 55.00 80.00 16 - Y - | 0.40 0.52 0.52 1.50 1.50 1.50 | 15 - X - | -30.00 -15.15 -14.43 -9.45 -4.15 -2.60 15 - Y - | 1.90 2.10 2.26 2.70 5.25 5.70 | 15 - X - | 0.00 2.60 3.30 8.30 13.00 15.00 15 - Y - | 5.80 5.65 5.65 3.00 2.35 2.25 | 15 - X - | 26.35 28.75 32.70 33.20 55.00 80.00 15 - Y - | 0.40 0.52 0.52 1.50 1.50 1.50 | 14 - X - | -30.00 -15.15 -14.43 -9.45 -4.60 8.30 14 - Y - | 1.90 2.10 2.26 2.70 4.70 3.00 | 14 - X - | 13.00 15.00 26.35 28.75 32.70 33.20 14 - Y - | 2.35 2.25 0.40 0.52 0.52 1.50 | 14 - X - | 55.00 80.00 14 - Y - | 1.50 1.50 | 13 - X - | -30.00 -15.15 -14.43 -9.45 -4.60 8.30 13 - Y - | 1.90 2.10 2.26 2.70 4.70 3.00 | 13 - X - | 13.00 26.35 28.75 32.70 33.20 55.00 13 - Y - | 1.00 0.40 0.52 0.52 1.50 1.50 | 13 - X - | 80.00 13 - Y - | 1.50 | 12 - X - | -30.00 -15.15 -3.00 3.00 13.00 26.35 12 - Y - | 1.90 2.10 -2.00 -2.00 0.30 0.40 | 12 - X - | 28.75 32.70 33.20 55.00 80.00 12 - Y - | 0.52 0.52 1.50 1.50 1.50 | 11 - X - | -30.00 0.00 3.00 13.00 13.00 26.35 11 - Y - | -3.10 -3.10 -3.10 -1.50 0.30 0.40 | 11 - X - | 28.75 32.70 33.20 55.00 80.00 11 - Y - | 0.52 0.52 1.50 1.50 1.50 | 10 - X - | -30.00 0.00 3.00 13.00 28.75 28.75 10 - Y - | -3.10 -3.10 -3.10 -1.50 -1.50 0.52 | 10 - X - | 32.70 33.20 55.00 80.00 10 - Y - | 0.52 1.50 1.50 1.50 | 9 - X - | -30.00 0.00 3.00 28.75 28.75 28.75 9 - Y - | -3.10 -3.10 -3.80 -3.80 -1.50 0.52 | 9 - X - | 32.70 33.20 55.00 80.00 9 - Y - | 0.52 1.50 1.50 1.50 | 8 - X - | -30.00 0.00 3.00 28.75 28.75 28.75 8 - Y - | -3.90 -3.90 -3.80 -3.80 -1.50 0.52 | 8 - X - | 32.70 33.20 55.00 80.00 8 - Y - | 0.52 1.50 1.50 1.50 | 7 - X - | -30.00 0.00 3.00 28.75 28.75 28.75 7 - Y - | -3.90 -3.90 -4.70 -4.70 -3.80 -1.50 | 7 - X - | 28.75 32.70 33.20 55.00 80.00 7 - Y - | 0.52 0.52 1.50 1.50 1.50 | 6 - X - | -30.00 0.00 3.00 28.75 28.75 28.75 6 - Y - | -3.90 -3.90 -4.70 -4.70 -3.80 -1.50 | 6 - X - | 55.00 55.00 80.00 6 - Y - | -1.50 1.50 1.50 | 5 - X - | -30.00 0.00 3.00 28.75 28.75 55.00 5 - Y - | -3.90 -3.90 -4.70 -4.70 -3.80 -3.80 | 5 - X - | 55.00 55.00 80.00 5 - Y - | -1.50 1.50 1.50 | 4 - X - | -30.00 0.00 3.00 28.75 55.00 55.00 4 - Y - | -3.90 -3.90 -4.70 -4.70 -4.70 -3.80 | 4 - X - | 55.00 55.00 80.00 4 - Y - | -1.50 1.50 1.50 | 3 - X - | -30.00 0.00 3.00 28.75 55.00 55.00 3 - Y - | -3.90 -3.90 -4.70 -4.70 -4.70 -3.80 | 3 - X - | 55.00 80.00 3 - Y - | -1.50 -1.50 | 2 - X - | -30.00 0.00 3.00 28.75 55.00 55.00 2 - Y - | -3.90 -3.90 -4.70 -4.70 -4.70 -3.80 | 2 - X - | 80.00 2 - Y - | -3.80 | 1 - X - | -30.00 0.00 3.00 28.75 55.00 80.00 1 - Y - | -3.90 -3.90 -4.70 -4.70 -4.70 -4.70 | 0 - X - | -30.00 80.00 0 - Y - | -10.00 -10.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -30.00 -4.30 -2.70 22.00 80.00 1 - Y - | 5.96 5.96 4.40 1.45 1.45 | 2 - X - | -30.00 -15.15 20.40 26.00 27.50 80.00 2 - Y - | 5.96 5.73 5.07 4.93 4.69 4.69 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 | 12 17 | 10 (4) 16 | 9 (5) 15 | 7 (6) 14 | 8 (2) 13 | 6 (5) 12 | 5 (o) (1) 11 | 5 (n) (1) 10 | 4 (6) 9 | 3 (6) 8 | 2 (7) 7 | 5 (phi=c=0) (2) 6 | 4 (phi=c=0) (3) 5 | 2 (phi=c=0) (2) 4 | 5 (n) (1) 3 | 4 (6) 2 | 2 (7) 1 | WL_1 (1) Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 18 | 17.00 | 20.00 | 1 | 1 | 17 | 17.00 | 20.00 | 1 | 1 | 16 | 18.00 | 18.00 | 1 | 1 | 15 | 18.40 | 18.40 | 1 | 1 | 14 | 17.00 | 20.00 | 1 | 1 | 13 | 18.40 | 18.40 | 1 | 1 | 12 | 18.60 | 18.60 | 1 | 99 | 11 | 18.60 | 18.60 | 1 | 1 | 10 | 18.00 | 18.00 | 99 | 99 | 9 | 18.00 | 18.00 | 99 | 2 | 8 | 15.00 | 15.00 | 99 | 2 | 7 | 18.60 | 18.60 | 1 | 1 | 6 | 18.00 | 18.00 | 99 | 99 | 5 | 15.00 | 15.00 | 99 | 2 | 4 | 18.60 | 18.60 | 1 | 1 | 3 | 18.00 | 18.00 | 99 | 99 | 2 | 15.00 | 15.00 | 99 | 2 | 1 | 17.00 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 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 | Alg - Zand (0-30) 16 | Nieuw Dijksmat. 15 | Al - P - Dijksmat. 14 | Alg - Zand (0-30) 13 | Al - P - Dijksmat. 12 | Al - P - O - Tiel 11 | Al - P - N - Tiel 10 | Wielafz. klei/zand (0-22) 9 | Wielafz. klei/zand (0-22) 8 | Wielafz. klei/zand (0-22) 7 | Phi=c=0 6 | Phi=c=0 5 | Phi=c=0 4 | Al - P - N - Tiel 3 | Wielafz. klei/zand (0-22) 2 | Wielafz. klei/zand (0-22) 1 | Alg - Zand (0-30) STRESS TABLES OF SIGMA-VERTICAL VERSUS TAU ========================================== Table name : "Al - P - Dijksmat." Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.05 | 2 | 13.00 | 8.05 | 3 | 26.00 | 13.78 | 4 | 39.00 | 18.95 | 5 | 52.00 | 23.58 | 6 | 65.00 | 28.10 | 7 | 78.00 | 33.16 | 8 | 91.00 | 37.29 | 9 | 104.00 | 41.03 | 10 | 110.50 | 44.60 | Table name : "Al - P - N - Tiel" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.67 | 2 | 11.00 | 6.07 | 3 | 22.00 | 10.25 | 4 | 33.00 | 14.28 | 5 | 44.00 | 18.45 | 6 | 55.00 | 21.80 | 7 | 66.00 | 25.64 | 8 | 77.00 | 29.69 | 9 | 88.00 | 34.01 | 10 | 99.00 | 38.60 | Table name : "Al - P - O - Tiel" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.65 | 2 | 12.00 | 6.50 | 3 | 24.00 | 11.45 | 4 | 36.00 | 15.74 | 5 | 48.00 | 19.29 | 6 | 60.00 | 22.87 | 7 | 72.00 | 27.24 | 8 | 84.00 | 33.63 | 9 | 96.00 | 37.09 | 10 | 108.00 | 42.07 | 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 - Verkeersbelasting" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 0.00 | Table name : "Nieuw Dijksmat." Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.00 | 2 | 200.00 | 91.05 | Table name : "Wielafz. klei (0-18)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 64.98 | Table name : "Wielafz. klei/zand (0-22)" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 200.00 | 80.81 | Table name : "Phi=c=0" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 15.92 [m] X co-ordinate grid right : 33.92 [m] Number of grid points in X - direction : 10 Y co-ordinate grid bottom : 11.95 [m] Y co-ordinate grid top : 23.95 [m] Number of grid points in Y - direction : 7 Y co-ordinate tangent smallest circle : 0.00 [m] Y co-ordinate tangent biggest circle : -6.00 [m] Number of circles per grid point : 7 No fixed points input. Total number of center points in the grid: 70 Total number of slip circles in the grid : 490 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 | 15.00 | 2.50 | 5.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 18 | 100 17 | 10 16 | 10 15 | 10 14 | 10 13 | 10 12 | 10 11 | 10 10 | 10 9 | 10 8 | 10 7 | 10 6 | 10 5 | 10 4 | 10 3 | 10 2 | 10 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 ======================================= Information on the critical circle : Fmin = 1.049 Calculation method used : Bishop - Stress tables ============================================================================= X co-ordinate center point : 23.92 [m] Y co-ordinate center point : 19.95 [m] Radius of critical circle : 24.95 [m] The center point of the critical circle is enclosed Total driving moment : 13663.37 [kNm/m] Driving moment free water : -285.82 [kNm/m] Driving moment external loads : 646.51 [kNm/m] Iterated resisting moment : 13663.37 [kNm/m] Non-iterated resisting moment : 14287.44 [kNm/m] END OF D-Geo Stability OUTPUT =============================