Program : D-Geo Stability Version : 10.1.2.3 License : Unknown Company : Date : 21-7-2014 Time : 9:59:52 Output file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p025MHW.sto Input file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p025MHW.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : Markermeerdijk tussen Edam en Amsterdam : Dijk 25, dp 25, MHW Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 15 - X - | -25.00 -15.00 -2.50 -0.50 3.99 8.89 15 - Y - | -1.25 -1.20 -1.00 -0.75 0.35 2.30 | 15 - X - | 10.50 10.90 14.50 15.60 16.80 23.90 15 - Y - | 2.50 2.50 4.10 4.05 3.90 0.15 | 15 - X - | 24.02 27.60 29.35 36.00 39.30 40.00 15 - Y - | 0.14 -0.25 -0.20 -0.35 -1.05 -1.70 | 15 - X - | 40.30 43.00 43.40 60.00 15 - Y - | -2.00 -2.15 -1.40 -1.20 | 14 - X - | -25.00 0.42 3.99 8.89 10.50 10.90 14 - Y - | -3.50 -3.50 0.35 2.30 2.50 2.50 | 14 - X - | 14.50 15.60 16.80 23.90 24.02 27.60 14 - Y - | 4.10 4.05 3.90 0.15 0.14 -0.25 | 14 - X - | 29.35 36.00 39.30 40.00 40.30 43.00 14 - Y - | -0.20 -0.35 -1.05 -1.70 -2.00 -2.15 | 14 - X - | 43.40 60.00 14 - Y - | -1.40 -1.20 | 13 - X - | -25.00 -1.97 0.42 3.99 8.89 10.50 13 - Y - | -6.00 -6.00 -3.50 0.35 2.30 2.50 | 13 - X - | 10.90 14.50 15.60 16.80 23.90 24.02 13 - Y - | 2.50 4.10 4.05 3.90 0.15 0.14 | 13 - X - | 27.60 29.35 36.00 39.30 40.00 40.30 13 - Y - | -0.25 -0.20 -0.35 -1.05 -1.70 -2.00 | 13 - X - | 43.00 43.40 60.00 13 - Y - | -2.15 -1.40 -1.20 | 12 - X - | -25.00 -10.72 -1.97 0.42 3.99 8.89 12 - Y - | -15.15 -15.15 -6.00 -3.50 0.35 2.30 | 12 - X - | 10.50 10.90 14.50 15.60 16.80 23.90 12 - Y - | 2.50 2.50 4.10 4.05 3.90 0.15 | 12 - X - | 24.02 27.60 29.35 36.00 39.30 40.00 12 - Y - | 0.14 -0.25 -0.20 -0.35 -1.05 -1.70 | 12 - X - | 40.30 43.00 43.40 60.00 12 - Y - | -2.00 -2.15 -1.40 -1.20 | 11 - X - | -25.00 -10.72 -1.97 0.42 3.99 6.00 11 - Y - | -15.15 -15.15 -6.00 -3.50 0.35 -2.00 | 11 - X - | 22.00 23.90 24.02 27.60 29.35 36.00 11 - Y - | -2.00 0.15 0.14 -0.25 -0.20 -0.35 | 11 - X - | 39.30 40.00 40.30 43.00 43.40 60.00 11 - Y - | -1.05 -1.70 -2.00 -2.15 -1.40 -1.20 | 10 - X - | -25.00 -10.72 -1.97 0.42 24.00 24.02 10 - Y - | -15.15 -15.15 -6.00 -3.50 -3.50 -3.50 | 10 - X - | 24.02 27.60 29.35 36.00 39.30 40.00 10 - Y - | 0.14 -0.25 -0.20 -0.35 -1.05 -1.70 | 10 - X - | 40.30 43.00 43.40 60.00 10 - Y - | -2.00 -2.15 -1.40 -1.20 | 9 - X - | -25.00 -10.72 -1.97 24.02 24.02 24.02 9 - Y - | -15.15 -15.15 -6.00 -6.00 -3.50 0.14 | 9 - X - | 27.60 29.35 36.00 39.30 40.00 40.30 9 - Y - | -0.25 -0.20 -0.35 -1.05 -1.70 -2.00 | 9 - X - | 43.00 43.40 60.00 9 - Y - | -2.15 -1.40 -1.20 | 8 - X - | -25.00 -10.72 24.02 24.02 24.02 24.02 8 - Y - | -15.15 -15.15 -15.15 -6.00 -3.50 0.14 | 8 - X - | 27.60 29.35 36.00 39.30 40.00 40.30 8 - Y - | -0.25 -0.20 -0.35 -1.05 -1.70 -2.00 | 8 - X - | 43.00 43.40 60.00 8 - Y - | -2.15 -1.40 -1.20 | 7 - X - | -25.00 -10.72 24.02 24.02 24.02 24.02 7 - Y - | -15.15 -15.15 -15.15 -6.00 -3.50 0.14 | 7 - X - | 27.60 29.35 30.00 39.01 40.00 40.30 7 - Y - | -0.25 -0.20 -1.70 -1.70 -1.70 -2.00 | 7 - X - | 43.00 43.40 60.00 7 - Y - | -2.15 -1.40 -1.20 | 6 - X - | -25.00 -10.72 24.02 24.02 24.02 37.00 6 - Y - | -15.15 -15.15 -15.15 -6.00 -3.50 -2.30 | 6 - X - | 39.01 39.01 40.00 40.30 43.00 43.40 6 - Y - | -2.30 -1.70 -1.70 -2.00 -2.15 -1.40 | 6 - X - | 60.00 6 - Y - | -1.20 | 5 - X - | -25.00 -10.72 24.02 24.02 39.01 39.01 5 - Y - | -15.15 -15.15 -15.15 -6.00 -6.00 -2.30 | 5 - X - | 39.01 40.00 40.30 43.00 43.40 60.00 5 - Y - | -1.70 -1.70 -2.00 -2.15 -1.40 -1.20 | 4 - X - | -25.00 -10.72 24.02 39.01 39.01 39.01 4 - Y - | -15.15 -15.15 -15.15 -15.15 -6.00 -2.30 | 4 - X - | 39.01 40.00 40.30 43.00 43.40 60.00 4 - Y - | -1.70 -1.70 -2.00 -2.15 -1.40 -1.20 | 3 - X - | -25.00 -10.72 24.02 39.01 39.01 39.01 3 - Y - | -15.15 -15.15 -15.15 -15.15 -6.00 -2.30 | 3 - X - | 60.00 3 - Y - | -2.30 | 2 - X - | -25.00 -10.72 24.02 39.01 39.01 60.00 2 - Y - | -15.15 -15.15 -15.15 -15.15 -6.00 -6.00 | 1 - X - | -25.00 -10.72 24.02 39.01 60.00 1 - Y - | -15.15 -15.15 -15.15 -15.15 -15.15 | 0 - X - | -25.00 60.00 0 - Y - | -17.07 -17.07 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -25.00 8.96 13.31 16.80 23.94 35.00 1 - Y - | 0.70 0.70 1.00 1.00 -1.00 -1.92 | 1 - X - | 60.00 1 - Y - | -1.92 | 2 - X - | -25.00 60.00 2 - Y - | -1.50 -1.50 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 ---------|----------------------------- 15 | KLEI, siltig W 14 | Veen, Hollandveen W 13 | KLEI, zandig W 12 | KLEI, antr Kr 11 | KLEI, siltig Kr 10 | Veen, Hollandveen Kr 9 | KLEI, zandig Kr 8 | Zand, antropogeen 7 | KLEI, siltig BiT 6 | Veen, Hollandveen BiT 5 | KLEI, zandig B 4 | KLEI, siltig A 3 | Veen, Hollandveen A/AA 2 | KLEI, zandig A 1 | Zand, Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 15 | 15.20 | 15.20 | 1 | 99 | 14 | 10.00 | 10.00 | 99 | 99 | 13 | 17.30 | 17.30 | 99 | 2 | 12 | 15.40 | 15.40 | 1 | 99 | 11 | 14.50 | 14.50 | 1 | 99 | 10 | 10.90 | 10.90 | 99 | 99 | 9 | 16.80 | 16.80 | 99 | 2 | 8 | 18.00 | 20.00 | 1 | 1 | 7 | 15.00 | 15.00 | 1 | 99 | 6 | 10.10 | 10.10 | 99 | 99 | 5 | 16.80 | 16.80 | 99 | 2 | 4 | 14.40 | 14.40 | 1 | 99 | 3 | 10.00 | 10.00 | 99 | 99 | 2 | 16.80 | 16.80 | 99 | 2 | 1 | 19.00 | 21.00 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 15 | - | - | - | - | - | - | - | 14 | - | - | - | - | - | - | - | 13 | - | - | - | - | - | - | - | 12 | - | - | - | - | - | - | - | 11 | - | - | - | - | - | - | - | 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 15 | KLEI, siltig W 14 | VEEN, hollandveen W 13 | KLEI, zandig 12 | KLEI, antr Kr 11 | KLEI, siltig Kr 10 | VEEN, hollandveen Kr 9 | KLEI, zandig 8 | ZAND, antr 7 | KLEI, siltig BiT 6 | VEEN, hollandveen BiT 5 | KLEI, zandig 4 | KLEI, siltig A 3 | VEEN, hollandveen A/AA 2 | KLEI, zandig 1 | ZAND, pleistoceen STRESS TABLES OF SIGMA-VERTICAL VERSUS TAU ========================================== Table name : "KLEI, antr Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.66 | 2 | 40.00 | 17.92 | 3 | 200.00 | 70.02 | Table name : "KLEI, antr Bi" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.66 | 2 | 40.00 | 17.92 | 3 | 200.00 | 70.02 | Table name : "KLEI, hum Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.59 | 2 | 40.00 | 14.20 | 3 | 200.00 | 56.52 | Table name : "KLEI, hum BiT" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.83 | 2 | 40.00 | 14.94 | 3 | 200.00 | 54.20 | Table name : "KLEI, hum A" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 10.91 | 3 | 200.00 | 52.88 | Table name : "KLEI, hum V" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 10.91 | 3 | 200.00 | 52.88 | Table name : "KLEI, hum W" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 9.82 | 3 | 200.00 | 44.83 | Table name : "KLEI, zandig" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.35 | 2 | 40.00 | 19.26 | 3 | 200.00 | 81.69 | Table name : "KLEI, siltig Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.54 | 2 | 40.00 | 17.13 | 3 | 200.00 | 79.66 | Table name : "KLEI, siltig BiT" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 1.91 | 2 | 40.00 | 15.24 | 3 | 200.00 | 64.70 | Table name : "KLEI, siltig A" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 12.82 | 3 | 200.00 | 59.79 | Table name : "KLEI, siltig V" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 12.82 | 3 | 200.00 | 59.79 | Table name : "KLEI, siltig W" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.49 | 2 | 40.00 | 12.82 | 3 | 200.00 | 59.79 | Table name : "VEEN, hollandveen Kr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.42 | 2 | 40.00 | 15.60 | 3 | 200.00 | 47.33 | Table name : "VEEN, hollandveen BiT" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 2.06 | 2 | 40.00 | 12.13 | 3 | 200.00 | 45.30 | Table name : "VEEN, hollandveen A/AA" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "VEEN, hollandveen V" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "VEEN, hollandveen W" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "VEEN, Basisveen" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.70 | 2 | 40.00 | 9.60 | 3 | 200.00 | 45.30 | Table name : "ZAND, calais" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 40.00 | 19.25 | 3 | 200.00 | 96.23 | Table name : "ZAND, antr" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 40.00 | 21.24 | 3 | 200.00 | 106.18 | Table name : "ZAND, pleistoceen" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 0.00 | 2 | 40.00 | 23.34 | 3 | 200.00 | 116.70 | Table name : "ZAND, ophoogmateriaal" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.00 | 2 | 200.00 | 44.40 | Table name : "KLEI, ophoogmateriaal" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.00 | 2 | 100.00 | 44.40 | 3 | 200.00 | 85.80 | Table name : "Stortsteen" Point | Sigma-v | Tau | Number | [kN/m2] | [kN/m2] | -----------|-------------|-------------| 1 | 0.00 | 3.00 | 2 | 200.00 | 106.20 | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 17.81 [m] X co-ordinate grid right : 29.11 [m] Number of grid points in X - direction : 10 Y co-ordinate grid bottom : 5.66 [m] Y co-ordinate grid top : 9.16 [m] Number of grid points in Y - direction : 20 Y co-ordinate tangent smallest circle : -3.08 [m] Y co-ordinate tangent biggest circle : -12.08 [m] Number of circles per grid point : 39 No fixed points input. Total number of center points in the grid: 200 Total number of slip circles in the grid : 7800 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 | 30.88 | 33.38 | 45.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 15 | 20 14 | 20 13 | 20 12 | 20 11 | 20 10 | 20 9 | 20 8 | 100 7 | 20 6 | 20 5 | 20 4 | 20 3 | 20 2 | 20 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 ======================================= The center point of the critical circle lies on the edge of the grid. New grid with : X minimum = 17.81 [m] X maximum = 29.11 [m] Y minimum = 5.66 [m] Y maximum = 9.16 [m] tangent minimum = -3.32 [m] tangent maximum = 5.68 [m] Information on the critical circle : Fmin = 1.282 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 22.83 [m] Y co-ordinate center point : 7.51 [m] Radius of critical circle : 9.17 [m] The center point of the critical circle is enclosed Driving moment soil : 1318.20 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 0.00 [kNm/m] Iterated resisting moment : 1318.20 [kNm/m] Non-iterated resisting moment : 1655.94 [kNm/m] END OF D-Geo Stability OUTPUT =============================