Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 14:46:03 Output file : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR50\Zonder p=c=0\50-098_Havenstraat emplacement.sto Input file : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR50\Zonder p=c=0\50-098_Havenstraat emplacement.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 50: ZUTPHEN : SANERING EMPLACEMENT HAVENSTRAAT, DP 98 Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 6 - X - | 0.00 5.00 5.15 7.00 7.00 7.15 6 - Y - | 7.50 7.50 7.80 7.80 8.50 8.50 | 6 - X - | 12.15 13.00 16.00 17.15 23.15 38.15 6 - Y - | 10.50 10.50 10.50 10.50 8.50 7.50 | 6 - X - | 40.00 6 - Y - | 7.50 | 5 - X - | 0.00 5.00 5.15 7.00 7.00 7.15 5 - Y - | 7.50 7.50 7.80 7.80 8.50 8.50 | 5 - X - | 7.20 8.00 12.25 13.00 16.00 17.15 5 - Y - | 7.45 7.40 9.25 10.50 10.50 10.50 | 5 - X - | 23.15 38.15 40.00 5 - Y - | 8.50 7.50 7.50 | 4 - X - | 0.00 5.00 5.15 7.00 7.00 8.00 4 - Y - | 7.50 7.50 7.80 7.80 7.25 7.25 | 4 - X - | 8.00 12.25 13.00 16.00 17.15 23.15 4 - Y - | 7.40 9.25 10.50 10.50 10.50 8.50 | 4 - X - | 38.15 40.00 4 - Y - | 7.50 7.50 | 3 - X - | 0.00 5.00 5.15 7.00 7.00 8.00 3 - Y - | 7.50 7.50 7.80 7.80 7.25 7.25 | 3 - X - | 40.00 3 - Y - | 7.25 | 2 - X - | 0.00 40.00 2 - Y - | 4.00 4.00 | 1 - X - | 0.00 40.00 1 - Y - | 3.50 3.50 | 0 - X - | 0.00 40.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 5.00 9.00 9.50 14.50 23.15 1 - Y - | 9.25 9.25 9.25 8.75 8.50 8.25 | 1 - X - | 38.15 40.00 1 - Y - | 7.45 7.45 | 2 - X - | 0.00 5.00 7.00 38.15 40.00 2 - Y - | 9.25 9.25 9.20 7.73 7.73 | 3 - X - | 0.00 5.00 7.15 38.15 40.00 3 - Y - | 9.25 9.25 9.20 8.90 8.90 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 ---------|----------------------------- 6 | 50 klei (cat. 2) 5 | 50 beton 4 | 50 zand_dijk_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 | ---------|---------|---------|---------|---------| 6 | 17.00 | 18.00 | 1 | 1 | 5 | 24.00 | 24.00 | 1 | 1 | 4 | 19.50 | 20.00 | 1 | 99 | 3 | 18.00 | 19.00 | 2 | 99 | 2 | 17.70 | 19.00 | 99 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 6 | 3.50 | 25.00 | - | - | - | - | - | 5 | 250.00 | 0.01 | - | - | - | - | - | 4 | 0.00 | 28.00 | - | - | - | - | - | 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 : 17.00 [m] X co-ordinate grid right : 27.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 12.00 [m] Y co-ordinate grid top : 22.00 [m] Number of grid points in Y - direction : 11 Y co-ordinate tangent smallest circle : 8.00 [m] Y co-ordinate tangent biggest circle : 6.00 [m] Number of circles per grid point : 9 No fixed points input. Total number of center points in the grid: 121 Total number of slip circles in the grid : 1089 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 | 13.30 | 13.50 | 16.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 6 | 10 5 | 100 4 | 100 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 = 1.778 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 22.00 [m] Y co-ordinate center point : 16.00 [m] Radius of critical circle : 9.25 [m] The center point of the critical circle is enclosed Total driving moment : 883.73 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 128.43 [kNm/m] Iterated resisting moment : 883.73 [kNm/m] Non-iterated resisting moment : 1483.76 [kNm/m] END OF D-Geo Stability OUTPUT =============================