Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:34:33 Output file : C:\Temp\DAM2\47-066_Schaapdijk.sto Input file : C:\Temp\DAM2\47-066_Schaapdijk.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 47: ARNHEMSE EN VELPSE BROEK : Derde toetsronde, controle oude berekening Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 12 - X - | 0.00 30.61 44.00 46.40 52.20 54.80 12 - Y - | 10.60 10.60 10.10 9.70 9.40 10.60 | 12 - X - | 56.40 65.60 66.60 67.40 69.60 71.80 12 - Y - | 11.30 14.40 14.70 14.70 14.81 14.80 | 12 - X - | 72.60 82.40 97.80 99.00 100.00 12 - Y - | 14.80 11.60 11.40 10.60 11.40 | 11 - X - | 0.00 30.61 44.00 46.40 52.20 54.80 11 - Y - | 10.60 10.60 10.10 9.70 9.40 10.60 | 11 - X - | 56.40 65.60 66.60 67.40 69.60 71.80 11 - Y - | 11.30 14.40 14.70 14.70 14.81 14.80 | 11 - X - | 72.40 81.40 82.40 97.80 99.00 100.00 11 - Y - | 14.20 11.40 11.60 11.40 10.60 11.40 | 10 - X - | 0.00 30.61 44.00 46.40 52.20 54.80 10 - Y - | 10.60 10.60 10.10 9.70 9.40 10.60 | 10 - X - | 56.75 64.60 65.80 66.60 67.40 69.60 10 - Y - | 10.45 13.20 13.60 14.70 14.70 14.81 | 10 - X - | 71.80 72.40 81.40 82.40 97.80 99.00 10 - Y - | 14.80 14.20 11.40 11.60 11.40 10.60 | 10 - X - | 100.00 10 - Y - | 11.40 | 9 - X - | 0.00 30.61 44.00 46.40 52.20 54.80 9 - Y - | 10.60 10.60 10.10 9.70 9.40 10.60 | 9 - X - | 56.75 64.60 69.60 78.60 81.40 82.40 9 - Y - | 10.45 13.20 13.20 10.60 11.40 11.60 | 9 - X - | 97.80 99.00 100.00 9 - Y - | 11.40 10.60 11.40 | 8 - X - | 0.00 30.61 44.00 46.40 52.20 54.80 8 - Y - | 10.60 10.60 10.10 9.70 9.40 10.60 | 8 - X - | 56.75 66.60 72.60 78.60 81.40 82.40 8 - Y - | 10.45 10.00 10.00 10.60 11.40 11.60 | 8 - X - | 97.80 99.00 100.00 8 - Y - | 11.40 10.60 11.40 | 7 - X - | 0.00 60.40 71.80 100.00 7 - Y - | 7.80 7.80 9.00 9.00 | 6 - X - | 0.00 52.20 60.40 71.80 100.00 6 - Y - | 7.00 7.00 7.80 9.00 9.00 | 5 - X - | 0.00 52.20 71.80 82.40 97.80 100.00 5 - Y - | 7.00 7.00 7.80 7.90 8.10 8.10 | 4 - X - | 0.00 52.20 71.80 82.40 97.80 100.00 4 - Y - | 6.40 6.40 7.00 7.40 8.10 8.10 | 3 - X - | 0.00 52.20 71.80 82.40 97.80 100.00 3 - Y - | 6.40 6.40 7.00 7.00 7.40 7.40 | 2 - X - | 0.00 52.20 71.80 82.40 97.80 100.00 2 - Y - | 5.60 5.60 7.00 7.00 7.40 7.40 | 1 - X - | 0.00 52.20 71.80 82.40 97.80 100.00 1 - Y - | 5.60 5.60 6.20 6.60 6.80 6.80 | 0 - X - | 0.00 100.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 63.65 64.30 74.50 82.40 97.80 1 - Y - | 13.72 13.72 13.10 11.75 11.58 11.30 | 1 - X - | 100.00 1 - Y - | 11.30 | 2 - X - | 0.00 52.20 82.40 100.00 2 - Y - | 13.72 13.55 13.43 13.33 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 ---------|----------------------------- 12 | 47 zavel 11 | 47 kleibekleding 10 | 47 zand_dijk_WL 9 | 47 klei_dijk 8 | 47 klei_bruin 7 | 47 zand_deklaag 6 | 47 klei_grijs 5 | 47 klei_humeus 4 | 47 veen_2 3 | 47 klei_grijs 2 | 47 rivierleem 1 | 47 1e_WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 12 | 18.50 | 19.00 | 1 | 1 | 11 | 18.00 | 18.50 | 1 | 1 | 10 | 19.00 | 19.50 | 1 | 1 | 9 | 19.30 | 19.40 | 1 | 1 | 8 | 18.30 | 18.60 | 1 | 1 | 7 | 18.50 | 19.00 | 1 | 99 | 6 | 16.90 | 16.90 | 99 | 99 | 5 | 13.90 | 14.00 | 99 | 99 | 4 | 10.80 | 11.30 | 99 | 99 | 3 | 16.90 | 16.90 | 99 | 99 | 2 | 18.50 | 18.80 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 12 | 2.00 | 22.00 | - | - | - | - | - | 11 | 5.00 | 20.00 | - | - | - | - | - | 10 | 0.00 | 28.00 | - | - | - | - | - | 9 | 4.50 | 23.00 | - | - | - | - | - | 8 | 3.00 | 22.50 | - | - | - | - | - | 7 | 0.50 | 24.00 | - | - | - | - | - | 6 | 4.00 | 21.00 | - | - | - | - | - | 5 | 4.00 | 16.50 | - | - | - | - | - | 4 | 7.50 | 14.00 | - | - | - | - | - | 3 | 4.00 | 21.00 | - | - | - | - | - | 2 | 2.00 | 23.00 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 75.50 [m] X co-ordinate grid right : 85.50 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 14.50 [m] Y co-ordinate grid top : 24.50 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 8.00 [m] Y co-ordinate tangent biggest circle : 5.00 [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 | 13.00 | 69.30 | 71.80 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 12 | 80 11 | 80 10 | 100 9 | 30 8 | 10 7 | 100 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 = 1.587 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 79.50 [m] Y co-ordinate center point : 17.50 [m] Radius of critical circle : 10.50 [m] The center point of the critical circle is enclosed Total driving moment : 2742.31 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 283.77 [kNm/m] Iterated resisting moment : 2742.31 [kNm/m] Non-iterated resisting moment : 4186.31 [kNm/m] END OF D-Geo Stability OUTPUT =============================