Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:35:22 Output file : C:\Temp\DAM2\51-037_Mettray.sto Input file : C:\Temp\DAM2\51-037_Mettray.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 51: GORSSEL, DERDE TOETSINGSRONDE : Controle oude berekening, DP 37 Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 6 - X - | 0.00 10.00 13.00 15.60 20.60 28.00 6 - Y - | 5.00 5.00 5.20 6.00 6.80 9.10 | 6 - X - | 30.00 32.00 34.40 36.60 56.00 70.00 6 - Y - | 9.40 9.40 8.60 8.00 7.60 7.60 | 5 - X - | 0.00 10.00 13.00 15.60 20.60 28.00 5 - Y - | 5.00 5.00 5.20 6.00 6.80 9.10 | 5 - X - | 30.00 32.00 34.40 36.60 38.00 56.00 5 - Y - | 9.40 9.40 8.60 8.00 7.60 7.60 | 5 - X - | 70.00 5 - Y - | 7.60 | 4 - X - | 0.00 10.00 13.00 15.60 20.60 21.00 4 - Y - | 5.00 5.00 5.20 6.00 6.80 5.80 | 4 - X - | 24.20 28.20 30.00 32.00 34.40 36.60 4 - Y - | 6.80 8.20 9.40 9.40 8.60 8.00 | 4 - X - | 38.00 56.00 70.00 4 - Y - | 7.60 7.60 7.60 | 3 - X - | 0.00 10.00 13.00 15.60 18.80 21.00 3 - Y - | 4.40 4.40 4.60 5.00 5.00 5.80 | 3 - X - | 24.20 28.20 30.00 32.00 34.40 36.60 3 - Y - | 6.80 8.20 9.40 9.40 8.60 8.00 | 3 - X - | 38.00 56.00 70.00 3 - Y - | 7.60 7.60 7.60 | 2 - X - | 0.00 10.00 13.00 15.60 18.80 21.00 2 - Y - | 4.40 4.40 4.60 5.00 5.00 5.80 | 2 - X - | 24.20 34.40 38.00 56.00 70.00 2 - Y - | 6.80 6.80 7.60 7.60 7.60 | 1 - X - | 0.00 10.00 13.00 38.00 70.00 1 - Y - | 4.40 4.40 4.60 4.80 4.80 | 0 - X - | 0.00 70.00 0 - Y - | -7.00 -7.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 13.00 27.00 27.67 33.60 38.00 1 - Y - | 8.71 8.71 8.71 8.13 7.60 7.50 | 1 - X - | 70.00 1 - Y - | 7.50 | 2 - X - | 0.00 13.00 38.00 70.00 2 - Y - | 8.71 8.71 8.39 7.98 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 | 30.00 | 9.40 | 32.00 | 9.40 | 2 | 34.40 | 8.60 | 32.00 | 9.40 | 3 | 34.40 | 8.60 | 36.60 | 8.00 | SOIL PROPERTIES =============== Layer no.| Material name ---------|----------------------------- 6 | 51 berm_WL 5 | 51 kleibekleding 4 | 51 klei deklaag 3 | 51 zand dijk_WL 2 | 51 zand deklaag 1 | 51 1e WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 6 | 17.00 | 17.50 | 1 | 1 | 5 | 18.50 | 19.00 | 1 | 1 | 4 | 17.30 | 18.90 | 1 | 99 | 3 | 18.90 | 20.10 | 1 | 99 | 2 | 15.20 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 6 | 1.00 | 25.00 | - | - | - | - | - | 5 | 4.00 | 24.00 | - | - | - | - | - | 4 | 5.50 | 23.00 | - | - | - | - | - | 3 | 1.00 | 26.50 | - | - | - | - | - | 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 : 32.50 [m] X co-ordinate grid right : 37.50 [m] Number of grid points in X - direction : 5 Y co-ordinate grid bottom : 10.50 [m] Y co-ordinate grid top : 15.50 [m] Number of grid points in Y - direction : 5 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: 25 Total number of slip circles in the grid : 125 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 | 29.00 | 31.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 6 | 100 5 | 100 4 | 100 3 | 100 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 = 2.047 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 35.00 [m] Y co-ordinate center point : 13.00 [m] Radius of critical circle : 7.00 [m] The center point of the critical circle is enclosed Total driving moment : 509.63 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 123.69 [kNm/m] Iterated resisting moment : 509.63 [kNm/m] Non-iterated resisting moment : 991.18 [kNm/m] END OF D-Geo Stability OUTPUT =============================