Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:35:06 Output file : C:\Temp\DAM2\50-036_Den Eltwerweg.sto Input file : C:\Temp\DAM2\50-036_Den Eltwerweg.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 50: ZUTPHEN, MHW16050 : Dp 36, zone I Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 7 - X - | 0.00 17.40 27.00 29.40 36.00 42.00 7 - Y - | 6.40 6.40 9.80 10.40 10.60 10.60 | 7 - X - | 43.20 46.60 48.40 50.00 50.40 58.00 7 - Y - | 10.40 8.40 7.40 7.24 7.20 7.20 | 7 - X - | 59.40 70.00 7 - Y - | 7.20 7.20 | 6 - X - | 0.00 10.00 17.40 17.40 27.00 29.40 6 - Y - | 5.00 5.00 5.40 6.40 9.80 10.40 | 6 - X - | 36.00 42.00 43.20 46.60 48.40 50.00 6 - Y - | 10.60 10.60 10.40 8.40 7.40 7.24 | 6 - X - | 50.40 58.00 59.40 70.00 6 - Y - | 7.20 7.20 7.20 7.20 | 5 - X - | 0.00 10.00 17.40 20.00 29.40 29.40 5 - Y - | 5.00 5.00 5.40 6.40 9.60 10.40 | 5 - X - | 36.00 42.00 43.20 46.60 48.40 50.00 5 - Y - | 10.60 10.60 10.40 8.40 7.40 7.24 | 5 - X - | 50.40 58.00 59.40 70.00 5 - Y - | 7.20 7.20 7.20 7.20 | 4 - X - | 0.00 10.00 17.40 20.00 29.40 48.40 4 - Y - | 5.00 5.00 5.40 6.40 6.40 7.40 | 4 - X - | 50.00 50.40 58.00 59.40 70.00 4 - Y - | 7.24 7.20 7.20 7.20 7.20 | 3 - X - | 0.00 10.00 17.40 29.40 48.40 50.00 3 - Y - | 5.00 5.00 5.40 5.20 6.40 6.40 | 3 - X - | 50.00 50.40 58.00 59.40 70.00 3 - Y - | 7.24 7.20 7.20 7.20 7.20 | 2 - X - | 0.00 10.00 17.40 29.40 48.40 50.00 2 - Y - | 5.00 5.00 5.40 5.20 6.40 6.40 | 2 - X - | 58.00 58.00 59.40 70.00 2 - Y - | 6.40 7.20 7.20 7.20 | 1 - X - | 0.00 10.00 17.40 29.40 48.40 50.00 1 - Y - | 5.00 5.00 5.40 5.20 6.40 6.40 | 1 - X - | 58.00 70.00 1 - Y - | 6.40 6.40 | 0 - X - | 0.00 70.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 28.00 28.60 46.60 48.40 50.40 1 - Y - | 10.02 10.02 9.42 8.38 7.38 7.18 | 1 - X - | 70.00 1 - Y - | 7.18 | 2 - X - | 0.00 17.40 48.40 50.40 70.00 2 - Y - | 10.02 9.50 8.57 8.15 8.15 Unit weight of water used for calculation: 9.81 [kN/m3] The groundwater level is determined by PL-line number 1 FORBIDDEN LINES =============== Line | X-start | Y-start | X-end | Y-end | number | [m] | [m] | [m] | [m] | ------------|---------|---------|---------|---------| 1 | 36.00 | 10.60 | 42.00 | 10.60 | 2 | 43.20 | 10.40 | 42.00 | 10.60 | 3 | 43.20 | 10.40 | 46.60 | 8.40 | 4 | 48.40 | 7.40 | 46.60 | 8.40 | SOIL PROPERTIES =============== Layer no.| Material name ---------|----------------------------- 7 | 50 klei_bruin 6 | 50 kleibekleding 5 | 50 zand_dijk_siltig_WL 4 | 50 klei_bruin 3 | 50 klei_bruin 2 | 50 klei_bruin 1 | 50 1e_WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 7 | 18.10 | 18.70 | 1 | 2 | 6 | 18.00 | 18.50 | 1 | 1 | 5 | 19.50 | 20.00 | 1 | 99 | 4 | 18.10 | 18.70 | 99 | 2 | 3 | 18.10 | 18.70 | 1 | 2 | 2 | 18.10 | 18.70 | 1 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 7 | 8.80 | 20.40 | - | - | - | - | - | 6 | 5.00 | 20.00 | - | - | - | - | - | 5 | 1.00 | 25.00 | - | - | - | - | - | 4 | 8.80 | 20.40 | - | - | - | - | - | 3 | 8.80 | 20.40 | - | - | - | - | - | 2 | 8.80 | 20.40 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 45.00 [m] X co-ordinate grid right : 55.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 20.00 [m] Y co-ordinate grid top : 30.00 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 7.00 [m] Y co-ordinate tangent biggest circle : 5.00 [m] Number of circles per grid point : 5 No fixed points input. Total number of center points in the grid: 121 Total number of slip circles in the grid : 605 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 | 39.50 | 42.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 7 | 10 6 | 10 5 | 80 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 = 1.411 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 49.00 [m] Y co-ordinate center point : 25.00 [m] Radius of critical circle : 19.50 [m] The center point of the critical circle is enclosed Total driving moment : 3825.01 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 268.13 [kNm/m] Iterated resisting moment : 3825.01 [kNm/m] Non-iterated resisting moment : 5223.88 [kNm/m] END OF D-Geo Stability OUTPUT =============================