Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:34:46 Output file : C:\Temp\DAM2\49-134 Koppelweg.sto Input file : C:\Temp\DAM2\49-134 Koppelweg.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Derde toetsingsronde DR49: IJsselland : DP 134, MHW 16000 (+11.50) Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 10 - X - | 0.00 3.00 14.60 20.00 23.00 26.60 10 - Y - | 6.40 6.40 7.00 8.00 9.20 10.00 | 10 - X - | 28.00 33.80 36.00 37.25 38.20 50.00 10 - Y - | 10.20 12.00 12.30 12.25 12.20 9.20 | 10 - X - | 60.60 63.40 65.40 67.20 70.60 72.00 10 - Y - | 8.00 7.20 6.60 7.20 8.60 8.60 | 9 - X - | 0.00 3.00 14.60 20.00 23.00 28.40 9 - Y - | 6.40 6.40 7.00 8.00 9.20 9.20 | 9 - X - | 34.20 36.00 37.25 38.20 50.00 60.60 9 - Y - | 11.00 12.30 12.25 12.20 9.20 8.00 | 9 - X - | 63.40 65.40 67.20 70.60 72.00 9 - Y - | 7.20 6.60 7.20 8.60 8.60 | 8 - X - | 0.00 3.00 14.60 20.00 38.20 50.00 8 - Y - | 6.40 6.40 7.00 8.00 8.00 9.20 | 8 - X - | 60.60 63.40 65.40 67.20 70.60 72.00 8 - Y - | 8.00 7.20 6.60 7.20 8.60 8.60 | 7 - X - | 0.00 3.00 14.60 20.00 38.20 50.00 7 - Y - | 6.40 6.40 7.00 8.00 8.00 7.20 | 7 - X - | 63.40 65.40 67.20 72.00 7 - Y - | 7.20 6.60 7.20 7.20 | 6 - X - | 0.00 3.00 14.60 38.20 50.00 63.40 6 - Y - | 6.40 6.40 7.00 7.00 7.20 7.20 | 6 - X - | 65.40 67.20 72.00 6 - Y - | 6.60 7.20 7.20 | 5 - X - | 0.00 38.20 50.00 63.40 65.40 67.20 5 - Y - | 6.00 6.00 7.20 7.20 6.60 7.20 | 5 - X - | 72.00 5 - Y - | 7.20 | 4 - X - | 0.00 38.20 50.00 72.00 4 - Y - | 5.40 5.40 5.00 5.00 | 3 - X - | 0.00 38.20 50.00 72.00 3 - Y - | 4.60 4.60 5.00 5.00 | 2 - X - | 0.00 72.00 2 - Y - | -2.00 -2.00 | 1 - X - | 0.00 72.00 1 - Y - | -7.00 -7.00 | 0 - X - | 0.00 72.00 0 - Y - | -10.00 -10.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 3.00 32.40 33.40 43.40 50.00 1 - Y - | 11.50 11.50 11.50 10.50 10.00 9.18 | 1 - X - | 60.00 61.20 68.80 70.60 72.00 1 - Y - | 8.00 7.70 7.70 8.00 8.00 | 2 - X - | 0.00 3.00 23.00 56.00 60.60 63.60 2 - Y - | 11.50 11.50 11.45 9.64 8.31 7.97 | 2 - X - | 72.00 2 - Y - | 7.97 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 ---------|----------------------------- 10 | 49 klei dijk 9 | 49 zand dijk_WL 8 | 49 klei bruin z 7 | 49 zandtussenlaag_WL 6 | 49 klei grijs z 5 | 49 zandtussenlaag_WL 4 | 49 klei grijs z 3 | 49 1e WVP_WL 2 | 49 Eemformatie 1 | 49 1e WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 10 | 19.50 | 20.00 | 1 | 1 | 9 | 19.50 | 20.00 | 1 | 2 | 8 | 18.00 | 18.50 | 1 | 2 | 7 | 17.50 | 18.50 | 2 | 2 | 6 | 17.50 | 18.00 | 2 | 2 | 5 | 17.50 | 18.50 | 2 | 2 | 4 | 17.50 | 18.00 | 2 | 2 | 3 | 19.00 | 19.50 | 2 | 2 | 2 | 17.00 | 17.50 | 2 | 2 | 1 | 19.00 | 19.50 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 10 | 3.00 | 23.00 | - | - | - | - | - | 9 | 0.00 | 28.00 | - | - | - | - | - | 8 | 1.50 | 22.50 | - | - | - | - | - | 7 | 1.00 | 25.00 | - | - | - | - | - | 6 | 4.00 | 22.50 | - | - | - | - | - | 5 | 1.00 | 25.00 | - | - | - | - | - | 4 | 4.00 | 22.50 | - | - | - | - | - | 3 | 0.00 | 31.00 | - | - | - | - | - | 2 | 6.00 | 24.00 | - | - | - | - | - | 1 | 0.00 | 31.00 | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 51.00 [m] X co-ordinate grid right : 61.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 36.00 [m] Y co-ordinate grid top : 46.00 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 8.00 [m] Y co-ordinate tangent biggest circle : 5.00 [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 | 34.75 | 37.25 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 10 | 10 9 | 100 8 | 10 7 | 100 6 | 10 5 | 100 4 | 10 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 = 1.261 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 58.00 [m] Y co-ordinate center point : 39.00 [m] Radius of critical circle : 33.00 [m] The center point of the critical circle is enclosed Total driving moment : 4630.28 [kNm/m] Driving moment free water : -234.15 [kNm/m] Driving moment external loads : 0.00 [kNm/m] Iterated resisting moment : 4630.28 [kNm/m] Non-iterated resisting moment : 5718.47 [kNm/m] END OF D-Geo Stability OUTPUT =============================