Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 11:54:38 Output file : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR49\Zonder p=c=0\49-076+75 N317 - stuw.sto Input file : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR49\Zonder p=c=0\49-076+75 N317 - stuw.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Derde toetsingsronde DR49: IJsselland : DP 76+75, MHW 16000 (+11.50) Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 7 - X - | 0.00 2.00 12.00 15.40 20.20 21.40 7 - Y - | 4.20 4.20 4.60 6.00 8.00 8.60 | 7 - X - | 26.20 29.00 31.00 37.80 40.00 42.00 7 - Y - | 9.40 9.40 9.80 12.20 12.40 12.40 | 7 - X - | 42.80 52.20 63.20 64.20 66.40 68.20 7 - Y - | 12.40 10.40 10.00 9.40 8.20 8.20 | 7 - X - | 69.80 80.00 7 - Y - | 9.60 9.60 | 6 - X - | 0.00 2.00 12.00 15.40 20.20 21.40 6 - Y - | 4.20 4.20 4.60 6.00 8.00 8.60 | 6 - X - | 26.20 29.00 31.40 34.20 38.20 40.00 6 - Y - | 9.40 9.40 8.80 9.80 11.20 12.40 | 6 - X - | 42.00 42.80 52.20 63.20 64.20 66.40 6 - Y - | 12.40 12.40 10.40 10.00 9.40 8.20 | 6 - X - | 68.20 69.80 80.00 6 - Y - | 8.20 9.60 9.60 | 5 - X - | 0.00 2.00 12.00 15.40 20.20 21.40 5 - Y - | 4.20 4.20 4.60 6.00 8.00 8.60 | 5 - X - | 26.20 29.00 31.40 34.20 38.20 43.40 5 - Y - | 9.40 9.40 8.80 9.80 11.20 9.80 | 5 - X - | 52.20 64.20 66.40 68.20 69.80 80.00 5 - Y - | 9.40 9.40 8.20 8.20 9.60 9.60 | 4 - X - | 0.00 2.00 12.00 15.40 20.20 21.40 4 - Y - | 4.20 4.20 4.60 6.00 8.00 8.60 | 4 - X - | 26.20 29.00 31.40 34.20 43.40 52.20 4 - Y - | 9.40 9.40 8.80 9.80 9.80 9.40 | 4 - X - | 64.20 66.40 68.20 69.80 80.00 4 - Y - | 9.40 8.20 8.20 9.60 9.60 | 3 - X - | 0.00 2.00 12.00 15.40 20.20 43.40 3 - Y - | 4.20 4.20 4.60 6.00 8.00 8.00 | 3 - X - | 52.20 64.20 66.40 68.20 69.80 80.00 3 - Y - | 9.40 9.40 8.20 8.20 9.60 9.60 | 2 - X - | 0.00 2.00 12.00 15.40 20.20 43.40 2 - Y - | 4.20 4.20 4.60 6.00 8.00 8.00 | 2 - X - | 52.20 63.20 80.00 2 - Y - | 8.00 7.60 7.60 | 1 - X - | 0.00 2.00 12.00 15.40 80.00 1 - Y - | 4.20 4.20 4.60 6.00 6.00 | 0 - X - | 0.00 80.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 20.20 36.00 37.00 42.00 63.20 1 - Y - | 11.50 11.50 11.50 10.50 10.00 9.41 | 1 - X - | 80.00 1 - Y - | 9.41 | 2 - X - | 0.00 20.20 26.20 60.00 63.20 80.00 2 - Y - | 11.50 11.50 11.45 10.06 9.41 9.41 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 ---------|----------------------------- 7 | 49 klei dijk 6 | 49 zand dijk_WL 5 | 49 zand dijk_WL 4 | 49 klei humeus 3 | 49 klei LK 2 | 49 zandtussenlaag_WL 1 | 49 1e WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 7 | 19.50 | 20.00 | 1 | 1 | 6 | 19.50 | 20.00 | 1 | 1 | 5 | 19.50 | 20.00 | 1 | 1 | 4 | 16.00 | 16.50 | 1 | 2 | 3 | 16.00 | 17.50 | 1 | 2 | 2 | 17.50 | 18.50 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 7 | 3.00 | 23.00 | - | - | - | - | - | 6 | 0.00 | 28.00 | - | - | - | - | - | 5 | 0.00 | 28.00 | - | - | - | - | - | 4 | 5.00 | 18.00 | - | - | - | - | - | 3 | 7.00 | 24.50 | - | - | - | - | - | 2 | 1.00 | 25.00 | - | - | - | - | - | 1 | 0.00 | 31.00 | - | - | - | - | - | 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 : 51.00 [m] Number of grid points in X - direction : 7 Y co-ordinate grid bottom : 17.00 [m] Y co-ordinate grid top : 23.00 [m] Number of grid points in Y - direction : 7 Y co-ordinate tangent smallest circle : 10.00 [m] Y co-ordinate tangent biggest circle : 7.00 [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 | 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 | 100 5 | 100 4 | 10 3 | 10 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 = 2.385 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 48.00 [m] Y co-ordinate center point : 20.00 [m] Radius of critical circle : 11.00 [m] The center point of the critical circle is enclosed Total driving moment : 936.74 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 177.06 [kNm/m] Iterated resisting moment : 936.74 [kNm/m] Non-iterated resisting moment : 2121.49 [kNm/m] END OF D-Geo Stability OUTPUT =============================