Program : D-Geo Stability Version : 14.1.1.3 License : Unknown Company : Stichting Deltares Date : 16-Jul-14 Time : 18:12:21 Output file : C:\src\delftgeosystems\branches\DAM 14.1\data\Dam\MStabFiles\zuivering Gendt.sto Input file : C:\src\delftgeosystems\branches\DAM 14.1\data\Dam\MStabFiles\zuivering Gendt.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : dijkvak Ophemert, Hm 63 - 64 : profiel aan de norm Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 3 - X - |-150.00 -88.67 -30.27 -25.00 -14.00 2.00 3 - Y - | 8.70 8.70 9.50 10.45 12.00 17.30 | 3 - X - | 8.50 19.50 29.00 33.80 37.00 40.00 3 - Y - | 17.30 12.30 11.50 11.30 9.70 9.70 | 3 - X - | 42.60 53.26 70.00 3 - Y - | 11.00 10.75 10.75 | 2 - X - |-150.00 -88.67 -30.27 -14.19 4.00 8.50 2 - Y - | 8.70 8.70 9.50 10.00 11.00 11.00 | 2 - X - | 19.50 29.00 33.80 37.00 40.00 42.60 2 - Y - | 12.30 11.50 11.30 9.70 9.70 11.00 | 2 - X - | 53.26 70.00 2 - Y - | 10.75 10.75 | 1 - X - |-150.00 70.00 1 - Y - | 5.90 5.90 | 0 - X - |-150.00 70.00 0 - Y - | -10.00 -10.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - |-150.00 -14.00 2.00 10.50 19.50 34.00 1 - Y - | 6.50 6.50 14.00 14.00 11.30 10.00 | 1 - X - | 70.00 1 - Y - | 10.00 | 2 - X - |-150.00 -30.29 20.00 37.00 70.00 2 - Y - | 6.50 6.50 7.60 8.30 8.30 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 | 8.50 | 17.30 | 19.50 | 12.30 | SOIL PROPERTIES =============== Layer no.| Material name ---------|----------------------------- 3 | nw dijks 2 | klei 1 | zand Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 3 | 16.50 | 16.50 | 1 | 99 | 2 | 14.50 | 14.50 | 99 | 99 | 1 | 19.50 | 19.50 | 2 | - | Pore water pressure ------------------------------ Layer | Excess | P.pres. | number | p.pres. | factor | | [kN/m2] | [-] | ---------|---------|---------| 3 | 0.00 | 1.00 | 2 | 0.00 | 1.00 | 1 | 0.00 | 1.00 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 3 | 0.00 | 22.50 | - | - | - | - | - | 2 | 2.00 | 18.00 | - | - | - | - | - | 1 | 0.00 | 30.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 21.56 [m] X co-ordinate grid right : 32.69 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 15.09 [m] Y co-ordinate grid top : 28.85 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 11.06 [m] Y co-ordinate tangent biggest circle : 5.06 [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 | 6.00 | 8.50 | 0.00 | Permanent | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 3 | 0 2 | 0 1 | 100 GEOTEXTILES =========== No geotextiles were input. NAILS ===== No nails were input. EARTHQUAKE ========== No earth quake factors were input. ****************************************************************************** **************** The input has been tested, and is correct. **************** ****************************************************************************** RESULTS OF THE SLOPE STABILITY ANALYSIS ======================================= The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 20.44 [m] X maximum = 31.58 [m] Y minimum = 15.09 [m] Y maximum = 28.85 [m] The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 19.33 [m] X maximum = 30.46 [m] Y minimum = 15.09 [m] Y maximum = 28.85 [m] The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 18.22 [m] X maximum = 29.35 [m] Y minimum = 15.09 [m] Y maximum = 28.85 [m] The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 17.10 [m] X maximum = 28.24 [m] Y minimum = 15.09 [m] Y maximum = 28.85 [m] END OF D-Geo Stability OUTPUT ============================= Information on the critical circle : Fmin = 1.276 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 18.22 [m] Y co-ordinate center point : 21.97 [m] Radius of critical circle : 12.91 [m] The center point of the critical circle is enclosed Total driving moment : 4055.12 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 327.48 [kNm/m] Iterated resisting moment : 5174.56 [kNm/m] Non-iterated resisting moment : 5042.94 [kNm/m] END OF D-Geo Stability OUTPUT =============================