Program : D-Geo Stability Version : 10.1.3.900 License : Unknown Company : Date : 17/06/2014 Time : 17:08:04 Output file : L:\Project19\nHWBP\VUW 110567\10. DAM\binnenwaarts\invoerbestanden\geometries\TG211.sto Input file : L:\Project19\nHWBP\VUW 110567\10. DAM\binnenwaarts\invoerbestanden\geometries\TG211.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Derde toetsingsronde Dijkring 43 : TG211 STBI Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 10 - X - | 0.00 29.40 44.20 60.00 64.50 66.80 10 - Y - | 3.60 3.60 4.60 9.90 9.96 9.99 | 10 - X - | 72.29 85.60 107.96 118.30 160.00 10 - Y - | 8.18 3.80 2.84 2.40 2.40 | 9 - X - | 0.00 29.40 39.05 47.11 57.08 62.39 9 - Y - | 3.60 3.60 3.20 2.20 2.18 3.44 | 9 - X - | 68.62 72.01 72.29 85.60 107.96 118.30 9 - Y - | 5.97 7.85 8.18 3.80 2.84 2.40 | 9 - X - | 160.00 9 - Y - | 2.40 | 8 - X - | 0.00 29.40 39.05 47.11 57.08 108.00 8 - Y - | 3.60 3.60 3.20 2.20 2.18 2.40 | 8 - X - | 118.30 160.00 8 - Y - | 2.40 2.40 | 7 - X - | 0.00 29.40 39.05 47.11 57.08 108.00 7 - Y - | 3.60 3.60 3.20 2.20 2.18 2.40 | 7 - X - | 108.00 160.00 7 - Y - | 1.80 1.80 | 6 - X - | 0.00 29.40 39.05 47.11 57.08 108.00 6 - Y - | 3.60 3.60 3.20 2.20 2.18 2.40 | 6 - X - | 108.00 108.00 160.00 6 - Y - | 1.80 -2.00 -2.00 | 5 - X - | 0.00 29.40 39.05 47.11 65.61 108.00 5 - Y - | 3.60 3.60 3.20 2.20 1.80 1.80 | 5 - X - | 108.00 160.00 5 - Y - | -2.00 -2.00 | 4 - X - | 0.00 38.00 63.00 108.00 160.00 4 - Y - | 0.20 0.20 -2.40 -2.00 -2.00 | 3 - X - | 0.00 38.00 63.00 108.00 160.00 3 - Y - | 0.00 0.00 -2.40 -2.00 -2.00 | 2 - X - | 0.00 38.00 63.00 108.00 160.00 2 - Y - | -1.20 -1.20 -2.40 -2.00 -2.00 | 1 - X - | 0.00 38.00 63.00 108.00 160.00 1 - Y - | -2.20 -2.20 -2.40 -2.00 -2.00 | 0 - X - | 0.00 160.00 0 - Y - | -8.00 -8.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 57.88 85.60 118.30 160.00 1 - Y - | 9.05 9.05 3.70 2.35 2.35 | 2 - X - | 0.00 29.40 85.60 108.00 118.30 160.00 2 - Y - | 9.05 7.43 6.46 5.90 5.59 5.59 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 | klei in dijk 9 | klei in dijk 8 | zandige klei 0 7 | klei 0 6 | zandige klei 5 | klei 4 | zandige klei 3 | klei 2 | kleiig veen 1 | WL_zand Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 10 | 18.50 | 19.50 | 1 | 1 | 9 | 18.50 | 19.50 | 1 | 1 | 8 | 18.00 | 19.00 | 99 | 99 | 7 | 15.60 | 16.60 | 99 | 2 | 6 | 18.00 | 19.00 | 99 | 99 | 5 | 15.60 | 16.60 | 99 | 2 | 4 | 18.00 | 19.00 | 99 | 99 | 3 | 15.60 | 16.60 | 99 | 99 | 2 | 12.00 | 12.50 | 99 | 2 | 1 | 18.30 | 19.30 | 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 | 2.00 | 20.00 | - | - | - | - | - | 9 | 2.00 | 20.00 | - | - | - | - | - | 8 | 0.00 | 0.00 | - | - | - | - | - | 7 | 0.00 | 0.00 | - | - | - | - | - | 6 | 3.00 | 25.40 | - | - | - | - | - | 5 | 5.20 | 22.60 | - | - | - | - | - | 4 | 3.00 | 25.40 | - | - | - | - | - | 3 | 5.20 | 22.60 | - | - | - | - | - | 2 | 11.80 | 13.40 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 95.00 [m] X co-ordinate grid right : 105.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 55.00 [m] Y co-ordinate grid top : 65.00 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 0.27 [m] Y co-ordinate tangent biggest circle : -5.73 [m] Number of circles per grid point : 13 No fixed points input. Total number of center points in the grid: 121 Total number of slip circles in the grid : 1573 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 | 62.00 | 64.50 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 10 | 100 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 = 1.103 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 98.00 [m] Y co-ordinate center point : 58.00 [m] Radius of critical circle : 60.73 [m] The center point of the critical circle is enclosed Total driving moment : 42066.67 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 1129.38 [kNm/m] Iterated resisting moment : 42066.67 [kNm/m] Non-iterated resisting moment : 45912.53 [kNm/m] END OF D-Geo Stability OUTPUT =============================