Program : D-Geo Stability Version : 10.1.3.2 License : Unknown Company : ARCADIS Nederland BV Mobiliteit Date : 15-Aug-13 Time : 9:35:16 Output file : C:\Temp\DAM2\50-125+30_Letlandsestraat.sto Input file : C:\Temp\DAM2\50-125+30_Letlandsestraat.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : DIJKRING 50: ZUTPHEN, MHW16050 : Dp 125.3, opdrijven weglichaam binnendijks Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 9 - X - | 0.00 24.00 30.00 36.00 42.60 44.80 9 - Y - | 5.60 5.60 5.40 6.80 9.60 9.80 | 9 - X - | 47.00 47.60 54.00 55.80 56.00 70.00 9 - Y - | 9.65 9.60 7.60 7.40 7.40 7.40 | 8 - X - | 0.00 24.00 30.00 30.00 33.60 36.20 8 - Y - | 5.60 5.60 5.40 4.80 5.60 6.20 | 8 - X - | 42.80 44.80 47.00 47.60 54.00 55.80 8 - Y - | 9.00 9.80 9.65 9.60 7.60 7.40 | 8 - X - | 56.00 70.00 8 - Y - | 7.40 7.40 | 7 - X - | 0.00 24.00 30.00 30.00 33.60 36.20 7 - Y - | 5.60 5.60 5.40 4.80 5.60 6.20 | 7 - X - | 42.60 55.80 56.00 70.00 7 - Y - | 7.00 7.40 7.40 7.40 | 6 - X - | 0.00 24.00 30.00 30.00 33.60 36.20 6 - Y - | 5.60 5.60 5.40 4.80 5.60 6.20 | 6 - X - | 42.60 55.80 56.00 56.00 70.00 6 - Y - | 7.00 7.40 7.40 6.70 6.70 | 5 - X - | 0.00 24.00 30.00 30.00 33.60 36.20 5 - Y - | 5.60 5.60 5.40 4.80 5.60 6.20 | 5 - X - | 42.60 55.80 56.00 70.00 5 - Y - | 7.00 6.70 6.70 6.70 | 4 - X - | 0.00 24.00 30.00 30.00 33.60 42.60 4 - Y - | 5.60 5.60 5.40 4.80 5.60 5.80 | 4 - X - | 70.00 4 - Y - | 5.80 | 3 - X - | 0.00 10.00 30.00 33.60 42.60 70.00 3 - Y - | 4.60 4.60 4.80 5.60 5.80 5.80 | 2 - X - | 0.00 30.00 42.60 70.00 2 - Y - | 4.00 4.00 4.20 4.20 | 1 - X - | 0.00 30.00 42.60 70.00 1 - Y - | 4.00 4.00 3.60 3.60 | 0 - X - | 0.00 70.00 0 - Y - | 0.00 0.00 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | 0.00 41.60 42.20 55.80 70.00 1 - Y - | 9.03 9.03 8.43 7.30 7.30 | 2 - X - | 0.00 30.00 55.80 56.10 70.00 2 - Y - | 9.03 8.65 8.30 8.00 8.00 | 3 - X - | 0.00 30.00 55.80 70.00 3 - Y - | 9.03 8.80 8.63 8.51 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 ---------|----------------------------- 9 | 50 kleibekleding 8 | 50 zand_dijk_WL 7 | 50 klei_zandig 6 | 50 klei_zandig 5 | 50 ophoging_WL 4 | 50 klei_zandig 3 | 50 zand_deklaag 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 | ---------|---------|---------|---------|---------| 9 | 18.00 | 18.50 | 1 | 1 | 8 | 19.50 | 20.00 | 1 | 1 | 7 | 17.70 | 19.00 | 1 | 2 | 6 | 17.70 | 19.00 | 1 | 2 | 5 | 18.00 | 19.00 | 2 | 99 | 4 | 17.70 | 19.00 | 1 | 99 | 3 | 18.00 | 19.00 | 99 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 9 | 5.00 | 20.00 | - | - | - | - | - | 8 | 0.00 | 28.00 | - | - | - | - | - | 7 | 0.90 | 22.70 | - | - | - | - | - | 6 | 0.90 | 22.70 | - | - | - | - | - | 5 | 0.00 | 26.00 | - | - | - | - | - | 4 | 0.90 | 22.70 | - | - | - | - | - | 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 : 51.00 [m] X co-ordinate grid right : 57.00 [m] Number of grid points in X - direction : 7 Y co-ordinate grid bottom : 12.00 [m] Y co-ordinate grid top : 18.00 [m] Number of grid points in Y - direction : 7 Y co-ordinate tangent smallest circle : 7.75 [m] Y co-ordinate tangent biggest circle : 4.75 [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 | 44.50 | 47.00 | 26.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 9 | 10 8 | 100 7 | 10 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 = 1.141 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 54.00 [m] Y co-ordinate center point : 15.00 [m] Radius of critical circle : 8.75 [m] The center point of the critical circle is enclosed Total driving moment : 463.81 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 0.00 [kNm/m] Iterated resisting moment : 463.81 [kNm/m] Non-iterated resisting moment : 518.33 [kNm/m] END OF D-Geo Stability OUTPUT =============================