Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:35:09 Output file : C:\Temp\DAM2\50-073_N348-Helbergen.sto Input file : C:\Temp\DAM2\50-073_N348-Helbergen.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 50: ZUTPHEN, MHW16050 : Dp 73, theoretische waterpsanning Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 9 - X - | 0.00 18.00 22.20 31.20 33.00 36.20 9 - Y - | 6.60 6.60 7.00 10.20 10.40 10.40 | 9 - X - | 38.00 46.60 55.40 67.00 70.00 9 - Y - | 10.20 9.20 8.80 8.60 8.60 | 8 - X - | 0.00 18.00 22.20 31.20 33.00 33.00 8 - Y - | 6.60 6.60 7.00 10.20 10.40 9.80 | 8 - X - | 36.20 36.20 38.00 46.60 55.40 67.00 8 - Y - | 9.80 10.40 10.20 9.20 8.80 8.60 | 8 - X - | 70.00 8 - Y - | 8.60 | 7 - X - | 0.00 18.00 22.20 22.60 25.40 31.60 7 - Y - | 6.60 6.60 7.00 6.00 7.00 9.20 | 7 - X - | 33.00 36.20 36.20 38.00 46.60 55.40 7 - Y - | 9.80 9.80 10.40 10.20 9.20 8.80 | 7 - X - | 67.00 70.00 7 - Y - | 8.60 8.60 | 6 - X - | 0.00 18.00 22.20 22.60 25.40 31.60 6 - Y - | 6.60 6.60 7.00 6.00 7.00 9.20 | 6 - X - | 33.00 36.20 38.00 46.60 55.40 67.00 6 - Y - | 9.80 9.80 9.60 8.60 8.00 7.80 | 6 - X - | 70.00 6 - Y - | 7.80 | 5 - X - | 0.00 18.00 22.20 22.60 25.40 31.60 5 - Y - | 6.60 6.60 7.00 6.00 7.00 9.20 | 5 - X - | 33.00 36.20 43.00 46.60 67.00 70.00 5 - Y - | 9.80 9.80 7.10 7.20 7.00 7.00 | 4 - X - | 0.00 18.00 22.20 22.60 25.40 31.20 4 - Y - | 6.60 6.60 7.00 6.00 7.00 7.00 | 4 - X - | 38.00 43.00 46.60 67.00 70.00 4 - Y - | 7.00 7.10 7.20 7.00 7.00 | 3 - X - | 0.00 22.20 22.60 25.40 31.20 38.00 3 - Y - | 5.60 5.60 6.00 7.00 7.00 7.00 | 3 - X - | 43.00 46.60 67.00 70.00 3 - Y - | 7.10 7.20 7.00 7.00 | 2 - X - | 0.00 22.20 31.20 38.00 46.60 67.00 2 - Y - | 5.60 5.60 6.20 6.20 5.60 7.00 | 2 - X - | 70.00 2 - Y - | 7.00 | 1 - X - | 0.00 22.20 31.20 38.00 46.60 70.00 1 - Y - | 5.60 5.60 6.20 6.20 5.60 5.60 | 0 - X - | 0.00 70.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 29.60 30.60 40.60 67.00 70.00 1 - Y - | 9.61 9.61 8.61 8.00 7.78 7.78 | 2 - X - | 0.00 22.00 46.60 70.00 2 - Y - | 9.61 9.40 9.15 8.95 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 | 50 verharding 8 | 50 kleibekleding 7 | 50 zavel 6 | 50 zand_dijk_siltig_WL 5 | 50 klei_dijk 4 | 50 klei_bruin 3 | 50 klei_bruin 2 | 50 klei_zandig 1 | 50 1e_WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 9 | 20.00 | 20.00 | 1 | 1 | 8 | 18.00 | 18.50 | 1 | 1 | 7 | 18.50 | 19.00 | 1 | 1 | 6 | 19.50 | 20.00 | 1 | 99 | 5 | 19.10 | 19.90 | 1 | 99 | 4 | 18.10 | 18.70 | 1 | 2 | 3 | 18.10 | 18.70 | 99 | 99 | 2 | 17.70 | 19.00 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 9 | 10.00 | 35.00 | - | - | - | - | - | 8 | 5.00 | 20.00 | - | - | - | - | - | 7 | 2.00 | 22.00 | - | - | - | - | - | 6 | 1.00 | 25.00 | - | - | - | - | - | 5 | 3.20 | 23.10 | - | - | - | - | - | 4 | 8.80 | 20.40 | - | - | - | - | - | 3 | 8.80 | 20.40 | - | - | - | - | - | 2 | 0.90 | 22.70 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 38.00 [m] X co-ordinate grid right : 44.00 [m] Number of grid points in X - direction : 7 Y co-ordinate grid bottom : 13.00 [m] Y co-ordinate grid top : 19.00 [m] Number of grid points in Y - direction : 7 Y co-ordinate tangent smallest circle : 8.50 [m] Y co-ordinate tangent biggest circle : 5.50 [m] Number of circles per grid point : 7 No fixed points input. Total number of center points in the grid: 49 Total number of slip circles in the grid : 343 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 | 34.00 | 36.50 | 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 | 80 6 | 80 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 = 4.031 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 41.00 [m] Y co-ordinate center point : 16.00 [m] Radius of critical circle : 9.00 [m] The center point of the critical circle is enclosed Total driving moment : 574.44 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 186.88 [kNm/m] Iterated resisting moment : 574.44 [kNm/m] Non-iterated resisting moment : 2239.96 [kNm/m] END OF D-Geo Stability OUTPUT =============================