Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 13:39:54 Output file : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR47\Zonder p=c=0\47-059+90_busbaan Pleijroute.sto Input file : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR47\Zonder p=c=0\47-059+90_busbaan Pleijroute.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 47: ARNHEMSE EN VELPSE BROEK : Derde toetsingsronde, controle oude berekening Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 14 - X - | 0.00 50.80 63.60 64.50 68.00 70.20 14 - Y - | 11.00 11.00 15.20 15.20 15.20 16.00 | 14 - X - | 76.60 77.60 80.00 86.00 87.60 103.20 14 - Y - | 16.00 16.60 16.60 16.60 16.60 11.50 | 14 - X - | 103.40 115.40 140.00 14 - Y - | 11.50 11.50 11.50 | 13 - X - | 0.00 50.80 63.60 64.50 68.00 70.20 13 - Y - | 11.00 11.00 15.20 15.20 15.20 16.00 | 13 - X - | 76.60 77.60 80.00 86.00 87.60 103.20 13 - Y - | 16.00 16.60 16.60 16.60 16.60 11.50 | 13 - X - | 103.40 115.40 115.40 140.00 13 - Y - | 11.50 11.50 9.40 9.40 | 12 - X - | 0.00 50.80 63.60 64.50 68.00 70.20 12 - Y - | 11.00 11.00 15.20 15.20 15.20 16.00 | 12 - X - | 76.60 77.60 80.00 86.00 87.60 103.20 12 - Y - | 16.00 16.60 16.60 16.60 16.60 11.50 | 12 - X - | 103.40 103.40 115.40 140.00 12 - Y - | 11.50 9.40 9.40 9.40 | 11 - X - | 0.00 50.80 63.60 64.50 68.00 70.20 11 - Y - | 11.00 11.00 15.20 15.20 15.20 16.00 | 11 - X - | 76.60 77.60 80.00 80.00 86.00 86.00 11 - Y - | 16.00 16.60 16.60 16.00 16.00 16.60 | 11 - X - | 87.60 103.20 103.40 103.40 115.40 140.00 11 - Y - | 16.60 11.50 11.50 9.40 9.40 9.40 | 10 - X - | 0.00 50.80 63.60 64.50 68.00 70.20 10 - Y - | 11.00 11.00 15.20 15.20 15.20 16.00 | 10 - X - | 76.60 79.40 94.80 94.80 103.20 103.40 10 - Y - | 16.00 15.40 10.40 11.50 11.50 11.50 | 10 - X - | 103.40 115.40 140.00 10 - Y - | 9.40 9.40 9.40 | 9 - X - | 0.00 50.80 63.60 64.50 68.00 70.20 9 - Y - | 11.00 11.00 15.20 15.20 15.20 16.00 | 9 - X - | 76.60 79.40 94.80 94.80 103.40 115.40 9 - Y - | 16.00 15.40 10.40 9.40 9.40 9.40 | 9 - X - | 140.00 9 - Y - | 9.40 | 8 - X - | 0.00 50.80 63.60 64.40 68.00 70.60 8 - Y - | 11.00 11.00 15.20 14.40 14.40 15.40 | 8 - X - | 79.40 94.80 94.80 103.40 115.40 140.00 8 - Y - | 15.40 10.40 9.40 9.40 9.40 9.40 | 7 - X - | 0.00 50.80 51.40 57.60 64.40 68.00 7 - Y - | 11.00 11.00 10.60 10.60 14.40 14.40 | 7 - X - | 70.60 79.40 94.80 94.80 103.40 115.40 7 - Y - | 15.40 15.40 10.40 9.40 9.40 9.40 | 7 - X - | 140.00 7 - Y - | 9.40 | 6 - X - | 0.00 50.80 51.40 57.60 94.80 94.80 6 - Y - | 11.00 11.00 10.60 10.60 10.40 9.40 | 6 - X - | 103.40 115.40 140.00 6 - Y - | 9.40 9.40 9.40 | 5 - X - | 0.00 50.80 51.40 51.40 94.80 103.40 5 - Y - | 11.00 11.00 10.60 9.20 9.40 9.40 | 5 - X - | 115.40 140.00 5 - Y - | 9.40 9.40 | 4 - X - | 0.00 51.40 94.80 103.40 115.40 140.00 4 - Y - | 9.20 9.20 9.40 9.40 9.40 9.40 | 3 - X - | 0.00 57.60 63.60 140.00 3 - Y - | 8.20 8.20 7.20 7.20 | 2 - X - | 0.00 57.60 63.60 140.00 2 - Y - | 7.20 7.20 7.20 7.20 | 1 - X - | 0.00 140.00 1 - Y - | 6.00 6.00 | 0 - X - | 0.00 140.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 22.00 59.40 103.20 140.00 1 - Y - | 13.74 13.74 13.74 11.40 11.40 | 2 - X - | 0.00 22.00 50.80 103.10 103.20 140.00 2 - Y - | 13.74 13.74 13.55 13.19 13.15 13.15 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 | 103.20 | 11.50 | 87.60 | 16.60 | 2 | 77.60 | 16.60 | 87.60 | 16.60 | 3 | 77.60 | 16.60 | 76.60 | 16.00 | 4 | 70.20 | 16.00 | 76.60 | 16.00 | 5 | 70.20 | 16.00 | 68.00 | 15.20 | 6 | 67.00 | 15.20 | 68.00 | 15.20 | SOIL PROPERTIES =============== Layer no.| Material name ---------|----------------------------- 14 | 47 klei_zandig 13 | 47 klei_zandig 12 | 47_busbaan 11 | 47 zand_dijk_WL 10 | 47 klei_zandig 9 | 47 zavel 8 | 47 kleibekleding 7 | 47 zand_dijk_silt_WL 6 | 47 klei_onder 5 | 47 klei_zandig 4 | 47 zandtussenlaag_WL 3 | 47 klei_grijs 2 | 47 zandtussenlaag_WL 1 | 47 1e_WVP_WL Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 14 | 18.30 | 18.50 | 1 | 2 | 13 | 18.30 | 18.50 | 1 | 2 | 12 | 22.00 | 22.00 | 1 | 1 | 11 | 19.00 | 19.50 | 1 | 1 | 10 | 18.30 | 18.50 | 1 | 2 | 9 | 18.50 | 19.00 | 1 | 1 | 8 | 18.00 | 18.50 | 1 | 1 | 7 | 18.50 | 19.00 | 1 | 2 | 6 | 19.60 | 19.60 | 2 | 2 | 5 | 18.30 | 18.50 | 1 | 2 | 4 | 18.00 | 19.00 | 2 | 2 | 3 | 16.90 | 16.90 | 2 | 2 | 2 | 18.00 | 19.00 | 2 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 14 | 1.00 | 20.00 | - | - | - | - | - | 13 | 1.00 | 20.00 | - | - | - | - | - | 12 | 10.00 | 35.00 | - | - | - | - | - | 11 | 0.00 | 28.00 | - | - | - | - | - | 10 | 1.00 | 20.00 | - | - | - | - | - | 9 | 2.00 | 22.00 | - | - | - | - | - | 8 | 5.00 | 20.00 | - | - | - | - | - | 7 | 0.50 | 24.00 | - | - | - | - | - | 6 | 1.50 | 27.00 | - | - | - | - | - | 5 | 1.00 | 20.00 | - | - | - | - | - | 4 | 0.00 | 26.00 | - | - | - | - | - | 3 | 4.00 | 21.00 | - | - | - | - | - | 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 : 93.00 [m] X co-ordinate grid right : 103.00 [m] Number of grid points in X - direction : 11 Y co-ordinate grid bottom : 58.00 [m] Y co-ordinate grid top : 68.00 [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 | 83.50 | 86.00 | 26.00 | Temporary | 2 | 13.00 | 64.50 | 67.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 14 | 10 13 | 10 12 | 100 11 | 100 10 | 10 9 | 80 8 | 10 7 | 100 6 | 10 5 | 10 4 | 100 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 = 2.541 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 98.00 [m] Y co-ordinate center point : 63.00 [m] Radius of critical circle : 57.00 [m] The center point of the critical circle is enclosed Total driving moment : 35505.92 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 451.17 [kNm/m] Iterated resisting moment : 35505.92 [kNm/m] Non-iterated resisting moment : 86115.45 [kNm/m] END OF D-Geo Stability OUTPUT =============================