Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:34:32 Output file : C:\Temp\DAM2\47-064+20_aansluiting Schaapdijk.sto Input file : C:\Temp\DAM2\47-064+20_aansluiting Schaapdijk.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 47: ARNHEMSE EN VELPSE BROEK : Derde toetsingsronde, controle oude berekening Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 9 - X - | 0.00 8.40 14.20 25.20 27.20 32.20 9 - Y - | 10.40 10.40 11.20 15.10 15.10 15.20 | 9 - X - | 35.20 41.80 43.00 72.60 74.60 75.80 9 - Y - | 15.00 12.60 12.20 11.40 10.20 9.40 | 9 - X - | 76.40 78.20 90.00 9 - Y - | 9.40 10.60 10.60 | 8 - X - | 0.00 8.40 14.20 25.20 27.20 27.20 8 - Y - | 10.40 10.40 11.20 15.10 15.10 14.60 | 8 - X - | 32.20 32.20 35.20 41.80 43.00 72.60 8 - Y - | 14.70 15.20 15.00 12.60 12.20 11.40 | 8 - X - | 74.60 75.80 76.40 78.20 90.00 8 - Y - | 10.20 9.40 9.40 10.60 10.60 | 7 - X - | 0.00 8.40 14.20 25.20 27.20 27.20 7 - Y - | 10.40 10.40 11.20 15.10 15.10 14.60 | 7 - X - | 32.20 33.80 40.60 41.80 43.00 72.60 7 - Y - | 14.70 14.70 12.20 12.60 12.20 11.40 | 7 - X - | 74.60 75.80 76.40 78.20 90.00 7 - Y - | 10.20 9.40 9.40 10.60 10.60 | 6 - X - | 0.00 8.40 18.60 26.00 27.20 32.20 6 - Y - | 10.40 10.40 10.20 14.60 14.60 14.70 | 6 - X - | 33.80 40.60 41.80 43.00 72.60 74.60 6 - Y - | 14.70 12.20 12.60 12.20 11.40 10.20 | 6 - X - | 75.80 76.40 78.20 90.00 6 - Y - | 9.40 9.40 10.60 10.60 | 5 - X - | 0.00 8.40 18.60 22.00 23.80 26.00 5 - Y - | 10.40 10.40 10.20 10.00 9.80 10.00 | 5 - X - | 32.20 40.60 41.80 43.00 72.60 74.60 5 - Y - | 10.20 12.20 12.60 12.20 11.40 10.20 | 5 - X - | 75.80 76.40 78.20 90.00 5 - Y - | 9.40 9.40 10.60 10.60 | 4 - X - | 0.00 8.40 18.60 22.00 23.80 26.00 4 - Y - | 10.40 10.40 10.20 10.00 9.80 10.00 | 4 - X - | 32.20 38.00 74.60 75.80 76.40 78.20 4 - Y - | 10.20 10.20 10.20 9.40 9.40 10.60 | 4 - X - | 90.00 4 - Y - | 10.60 | 3 - X - | 0.00 8.40 18.60 22.00 22.00 38.00 3 - Y - | 10.40 10.40 10.20 10.00 9.00 9.00 | 3 - X - | 38.00 74.60 75.80 76.40 78.20 90.00 3 - Y - | 10.20 10.20 9.40 9.40 10.60 10.60 | 2 - X - | 0.00 22.00 38.00 90.00 2 - Y - | 9.00 9.00 9.00 9.00 | 1 - X - | 0.00 90.00 1 - Y - | 7.50 7.50 | 0 - X - | 0.00 90.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 21.60 22.60 40.60 72.60 90.00 1 - Y - | 13.73 13.73 12.70 12.18 10.50 10.50 | 2 - X - | 0.00 8.40 72.30 72.60 90.00 2 - Y - | 13.73 13.45 11.40 11.14 11.14 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 ---------|----------------------------- 9 | 47 cunet 8 | 47 zavel 7 | 47 kleibekleding 6 | 47 zand_dijk_siltig_WL 5 | 47 oude dijk 4 | 47 klei_onder 3 | 47 klei_zandig 2 | 47 zandtussenlaag_WL 1 | 47 1e_WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 9 | 19.00 | 20.00 | 1 | 1 | 8 | 18.50 | 19.00 | 1 | 1 | 7 | 18.00 | 18.50 | 1 | 1 | 6 | 19.00 | 19.50 | 1 | 99 | 5 | 18.40 | 18.60 | 1 | 99 | 4 | 19.60 | 19.60 | 99 | 2 | 3 | 18.30 | 18.50 | 99 | 2 | 2 | 18.00 | 19.00 | 2 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 9 | 0.00 | 30.00 | - | - | - | - | - | 8 | 2.00 | 22.00 | - | - | - | - | - | 7 | 5.00 | 20.00 | - | - | - | - | - | 6 | 1.00 | 25.00 | - | - | - | - | - | 5 | 2.00 | 23.00 | - | - | - | - | - | 4 | 1.50 | 27.00 | - | - | - | - | - | 3 | 1.00 | 20.00 | - | - | - | - | - | 2 | 0.00 | 26.00 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 37.50 [m] X co-ordinate grid right : 42.50 [m] Number of grid points in X - direction : 5 Y co-ordinate grid bottom : 17.50 [m] Y co-ordinate grid top : 22.50 [m] Number of grid points in Y - direction : 5 Y co-ordinate tangent smallest circle : 11.00 [m] Y co-ordinate tangent biggest circle : 8.00 [m] Number of circles per grid point : 7 No fixed points input. Total number of center points in the grid: 25 Total number of slip circles in the grid : 175 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 | 30.50 | 33.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 9 | 100 8 | 10 7 | 10 6 | 100 5 | 30 4 | 10 3 | 10 2 | 100 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 = 1.587 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 40.00 [m] Y co-ordinate center point : 20.00 [m] Radius of critical circle : 10.00 [m] The center point of the critical circle is enclosed Total driving moment : 1660.61 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 180.54 [kNm/m] Iterated resisting moment : 1660.61 [kNm/m] Non-iterated resisting moment : 2519.64 [kNm/m] END OF D-Geo Stability OUTPUT =============================