Program : D-Geo Stability Version : 10.1.3.900 License : Unknown Company : Date : 01/09/2014 Time : 17:04:59 Output file : G:\DAM\Run7\invoerbestanden\geometries\TG283_93_STBI_water.sto Input file : G:\DAM\Run7\invoerbestanden\geometries\TG283_93_STBI_water.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Derde toetsingsronde Dijkring 43 : TG283+93 STBI water Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 14 - X - | 0.00 28.95 49.00 50.00 55.50 55.95 14 - Y - | 2.50 2.50 9.17 9.17 9.24 9.25 | 14 - X - | 61.90 69.75 93.05 104.55 109.00 119.00 14 - Y - | 7.30 4.31 2.30 2.07 1.95 1.11 | 14 - X - | 130.00 14 - Y - | 1.11 | 13 - X - | 0.00 28.95 34.00 50.00 55.50 55.95 13 - Y - | 2.50 2.50 0.60 9.17 9.24 9.25 | 13 - X - | 61.90 69.75 93.05 104.55 109.00 119.00 13 - Y - | 7.30 4.31 2.30 2.07 1.95 1.11 | 13 - X - | 130.00 13 - Y - | 1.11 | 12 - X - | 0.00 28.95 34.00 48.70 52.80 56.60 12 - Y - | 2.50 2.50 0.60 0.60 2.00 3.20 | 12 - X - | 61.00 61.90 69.75 93.05 104.55 109.00 12 - Y - | 7.00 7.30 4.31 2.30 2.07 1.95 | 12 - X - | 119.00 130.00 12 - Y - | 1.11 1.11 | 11 - X - | 0.00 28.95 34.00 48.70 52.80 69.75 11 - Y - | 2.50 2.50 0.60 0.60 2.00 4.31 | 11 - X - | 93.05 104.55 109.00 119.00 130.00 11 - Y - | 2.30 2.07 1.95 1.11 1.11 | 10 - X - | 0.00 119.00 119.00 130.00 10 - Y - | -1.80 -1.80 1.11 1.11 | 9 - X - | 0.00 119.00 119.00 119.00 130.00 9 - Y - | -3.50 -3.50 -1.80 1.11 1.11 | 8 - X - | 0.00 119.00 119.00 119.00 119.00 130.00 8 - Y - | -4.70 -4.70 -3.50 -1.80 1.11 1.11 | 7 - X - | 0.00 119.00 119.00 119.00 119.00 119.00 7 - Y - | -5.20 -5.20 -4.70 -3.50 -1.80 1.11 | 7 - X - | 130.00 7 - Y - | 1.11 | 6 - X - | 0.00 119.00 119.00 119.00 119.00 119.00 6 - Y - | -6.00 -6.00 -5.20 -4.70 -3.50 -1.80 | 6 - X - | 119.00 130.00 6 - Y - | 1.11 1.11 | 5 - X - | 0.00 119.00 119.00 119.00 119.00 119.00 5 - Y - | -6.00 -6.00 -5.20 -4.70 -3.50 -1.80 | 5 - X - | 130.00 5 - Y - | -1.80 | 4 - X - | 0.00 119.00 119.00 119.00 119.00 130.00 4 - Y - | -6.00 -6.00 -5.20 -4.70 -3.50 -3.50 | 3 - X - | 0.00 119.00 119.00 119.00 130.00 3 - Y - | -6.00 -6.00 -5.20 -4.70 -4.70 | 2 - X - | 0.00 119.00 119.00 130.00 2 - Y - | -6.00 -6.00 -5.20 -5.20 | 1 - X - | 0.00 119.00 130.00 1 - Y - | -6.00 -6.00 -6.00 | 0 - X - | 0.00 130.00 0 - Y - | -10.00 -10.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 46.50 47.50 58.84 69.75 93.05 1 - Y - | 8.36 8.36 7.40 5.29 4.00 2.00 | 1 - X - | 119.00 130.00 1 - Y - | 1.00 1.00 | 2 - X - | 0.00 28.95 69.75 109.00 119.00 130.00 2 - Y - | 8.36 6.94 6.28 5.49 5.28 5.28 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 | dijk-new 13 | dijk-znd 12 | dijk-old 11 | klei (1) 10 | veen (2) 9 | klei-znd (1) 8 | klei-org (1) 7 | klei (1) 6 | klei (phi=c=0) 5 | veen (phi=c=0) 4 | klei-znd (phi=c=0) 3 | klei-org (phi=c=0) 2 | klei (phi=c=0) 1 | WL_zand (4) Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 14 | 18.50 | 19.50 | 1 | 99 | 13 | 18.00 | 19.00 | 1 | 99 | 12 | 18.50 | 19.50 | 1 | 99 | 11 | 16.00 | 17.00 | 99 | 99 | 10 | 10.50 | 10.50 | 99 | 99 | 9 | 18.00 | 19.00 | 99 | 99 | 8 | 13.50 | 13.90 | 99 | 99 | 7 | 16.00 | 17.00 | 99 | 2 | 6 | 16.00 | 17.00 | 99 | 99 | 5 | 10.50 | 10.50 | 99 | 99 | 4 | 18.00 | 19.00 | 99 | 99 | 3 | 13.50 | 13.90 | 99 | 99 | 2 | 16.00 | 17.00 | 99 | 2 | 1 | 19.00 | 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 | 2.00 | 20.00 | - | - | - | - | - | 13 | 0.00 | 28.50 | - | - | - | - | - | 12 | 2.00 | 20.00 | - | - | - | - | - | 11 | 5.20 | 22.60 | - | - | - | - | - | 10 | 1.50 | 12.00 | - | - | - | - | - | 9 | 3.00 | 25.40 | - | - | - | - | - | 8 | 8.00 | 19.70 | - | - | - | - | - | 7 | 5.20 | 22.60 | - | - | - | - | - | 6 | 0.00 | 0.00 | - | - | - | - | - | 5 | 0.00 | 0.00 | - | - | - | - | - | 4 | 0.00 | 0.00 | - | - | - | - | - | 3 | 0.00 | 0.00 | - | - | - | - | - | 2 | 0.00 | 0.00 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 68.00 [m] X co-ordinate grid right : 73.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 15.00 [m] Y co-ordinate grid top : 20.00 [m] Number of grid points in Y - direction : 11 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: 121 Total number of slip circles in the grid : 847 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 | 53.00 | 55.50 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 14 | 10 13 | 100 12 | 10 11 | 10 10 | 0 9 | 10 8 | 10 7 | 10 6 | 10 5 | 0 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 = 1.091 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 71.50 [m] Y co-ordinate center point : 18.50 [m] Radius of critical circle : 21.50 [m] The center point of the critical circle is enclosed Total driving moment : 13794.07 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 646.88 [kNm/m] Iterated resisting moment : 13794.07 [kNm/m] Non-iterated resisting moment : 14898.79 [kNm/m] END OF D-Geo Stability OUTPUT =============================