Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:35:19 Output file : C:\Temp\DAM2\50-146_west Eefdesebrug_berm 12 m.sto Input file : C:\Temp\DAM2\50-146_west Eefdesebrug_berm 12 m.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DERDE TOETSINGSRONDE DIJKRING 50: ZUTPHEN : 12 m pipingberm, 8.1+ à 7.0+, Dp 144-147 Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 11 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 11 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 11 - X - | 33.60 41.00 43.70 43.80 46.59 58.74 11 - Y - | 6.80 9.00 9.00 9.00 8.10 7.00 | 11 - X - | 64.00 70.00 11 - Y - | 7.00 7.00 | 10 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 10 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 10 - X - | 33.60 41.00 43.70 43.80 46.59 50.00 10 - Y - | 6.80 9.00 9.00 9.00 8.10 7.00 | 10 - X - | 58.74 64.00 70.00 10 - Y - | 7.00 7.00 7.00 | 9 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 9 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 9 - X - | 33.60 41.00 43.70 43.80 46.59 50.00 9 - Y - | 6.80 9.00 9.00 9.00 8.10 7.00 | 9 - X - | 50.00 50.00 64.00 70.00 9 - Y - | 6.60 6.00 7.00 7.00 | 8 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 8 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 8 - X - | 33.60 41.00 43.70 43.80 43.80 50.00 8 - Y - | 6.80 9.00 9.00 9.00 8.60 6.60 | 8 - X - | 50.00 64.00 70.00 8 - Y - | 6.00 7.00 7.00 | 7 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 7 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 7 - X - | 33.60 33.60 33.80 35.40 36.60 40.60 7 - Y - | 6.80 6.40 5.80 6.20 6.60 7.80 | 7 - X - | 41.00 43.70 43.80 43.80 50.00 50.00 7 - Y - | 9.00 9.00 9.00 8.60 6.60 6.00 | 7 - X - | 64.00 70.00 7 - Y - | 7.00 7.00 | 6 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 6 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 6 - X - | 33.60 33.60 33.80 35.40 36.60 50.00 6 - Y - | 6.80 6.40 5.80 6.20 6.60 6.60 | 6 - X - | 50.00 64.00 70.00 6 - Y - | 6.00 7.00 7.00 | 5 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 5 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 5 - X - | 33.60 33.60 33.80 35.40 50.00 64.00 5 - Y - | 6.80 6.40 5.80 6.20 6.00 7.00 | 5 - X - | 70.00 5 - Y - | 7.00 | 4 - X - | 0.00 13.60 19.60 25.60 32.00 32.60 4 - Y - | 0.00 0.00 1.80 4.40 6.20 6.80 | 4 - X - | 33.60 33.60 33.80 50.00 64.00 70.00 4 - Y - | 6.80 6.40 5.80 5.60 5.80 5.80 | 3 - X - | 0.00 13.60 13.60 19.60 24.60 25.60 3 - Y - | 0.00 0.00 -0.40 1.40 3.60 4.00 | 3 - X - | 32.00 33.60 33.80 50.00 64.00 70.00 3 - Y - | 5.80 6.40 5.80 5.60 5.80 5.80 | 2 - X - | 0.00 13.60 13.60 19.60 24.60 25.60 2 - Y - | 0.00 0.00 -0.40 1.40 3.60 4.00 | 2 - X - | 70.00 2 - Y - | 4.00 | 1 - X - | 0.00 13.60 13.60 19.60 24.60 70.00 1 - Y - | 0.00 0.00 -0.40 1.40 3.60 3.60 | 0 - X - | 0.00 70.00 0 - Y - | -2.00 -2.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 32.00 40.80 41.40 46.00 58.74 1 - Y - | 8.80 8.80 8.80 8.20 7.80 6.90 | 1 - X - | 70.00 1 - Y - | 6.90 | 2 - X - | 0.00 25.60 58.74 64.00 70.00 2 - Y - | 8.80 8.40 7.90 7.80 7.80 | 3 - X - | 0.00 25.60 70.00 3 - Y - | 8.80 8.65 8.40 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 ---------|----------------------------- 11 | 50 berm_WL 10 | 50 klei_zandig 9 | 50 zavel 8 | 50 kleibekleding 7 | 50 zand_dijk_WL 6 | 50 klei_zandig 5 | 50 zand_dijk_siltig_WL 4 | 50 stortsteen_WL 3 | 50 zandtussenlaag_WL 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 | ---------|---------|---------|---------|---------| 11 | 17.00 | 17.50 | 1 | 1 | 10 | 17.70 | 19.00 | 1 | 1 | 9 | 18.50 | 19.00 | 1 | 1 | 8 | 18.00 | 18.50 | 1 | 1 | 7 | 19.50 | 20.00 | 1 | 99 | 6 | 17.70 | 19.00 | 99 | 2 | 5 | 19.50 | 20.00 | 1 | 2 | 4 | 16.00 | 20.00 | 1 | 99 | 3 | 18.00 | 19.00 | 2 | 2 | 2 | 17.70 | 19.00 | 1 | 3 | 1 | 19.00 | 20.00 | 3 | - | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 11 | 1.00 | 25.00 | - | - | - | - | - | 10 | 0.90 | 22.70 | - | - | - | - | - | 9 | 2.00 | 22.00 | - | - | - | - | - | 8 | 5.00 | 20.00 | - | - | - | - | - | 7 | 0.00 | 28.00 | - | - | - | - | - | 6 | 0.90 | 22.70 | - | - | - | - | - | 5 | 1.00 | 25.00 | - | - | - | - | - | 4 | 0.00 | 35.00 | - | - | - | - | - | 3 | 0.00 | 26.00 | - | - | - | - | - | 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 : 44.00 [m] X co-ordinate grid right : 50.00 [m] Number of grid points in X - direction : 7 Y co-ordinate grid bottom : 10.00 [m] Y co-ordinate grid top : 16.00 [m] Number of grid points in Y - direction : 7 Y co-ordinate tangent smallest circle : 7.50 [m] Y co-ordinate tangent biggest circle : 4.50 [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 | 41.20 | 43.70 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 11 | 30 10 | 100 9 | 10 8 | 30 7 | 100 6 | 10 5 | 10 4 | 80 3 | 100 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 = 1.804 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 47.00 [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 : 452.63 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 143.72 [kNm/m] Iterated resisting moment : 452.63 [kNm/m] Non-iterated resisting moment : 781.50 [kNm/m] END OF D-Geo Stability OUTPUT =============================