Program : D-Geo Stability Version : 10.1.2.3 License : Unknown Company : Date : 21-7-2014 Time : 10:03:50 Output file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p041MHW.sto Input file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p041MHW.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] ------------|---------------------------------------------------- | 22 - X - | -25.00 -16.00 -14.70 -13.70 3.80 6.80 22 - Y - | -0.25 -0.25 0.01 0.70 1.40 2.55 | 22 - X - | 7.40 10.30 10.85 11.10 13.20 13.50 22 - Y - | 2.60 2.75 2.30 2.05 1.90 1.80 | 22 - X - | 16.70 17.00 20.40 23.90 26.10 60.00 22 - Y - | -0.10 -0.10 -0.20 -0.40 -0.75 -0.90 | 21 - X - | -25.00 0.85 3.80 6.80 7.40 10.30 21 - Y - | -1.50 -1.50 1.40 2.55 2.60 2.75 | 21 - X - | 10.85 11.10 13.20 13.50 16.70 17.00 21 - Y - | 2.30 2.05 1.90 1.80 -0.10 -0.10 | 21 - X - | 20.40 23.90 26.10 60.00 21 - Y - | -0.20 -0.40 -0.75 -0.90 | 20 - X - | -25.00 -1.75 0.85 3.80 6.80 7.40 20 - Y - | -4.05 -4.05 -1.50 1.40 2.55 2.60 | 20 - X - | 10.30 10.85 11.10 13.20 13.50 16.70 20 - Y - | 2.75 2.30 2.05 1.90 1.80 -0.10 | 20 - X - | 17.00 20.40 23.90 26.10 60.00 20 - Y - | -0.10 -0.20 -0.40 -0.75 -0.90 | 19 - X - | -25.00 -3.04 -1.75 0.85 3.80 6.80 19 - Y - | -5.30 -5.32 -4.05 -1.50 1.40 2.55 | 19 - X - | 7.40 10.30 10.85 11.10 13.20 13.50 19 - Y - | 2.60 2.75 2.30 2.05 1.90 1.80 | 19 - X - | 16.70 17.00 20.40 23.90 26.10 60.00 19 - Y - | -0.10 -0.10 -0.20 -0.40 -0.75 -0.90 | 18 - X - | -25.00 -4.15 -3.04 -1.75 0.85 3.80 18 - Y - | -6.40 -6.40 -5.32 -4.05 -1.50 1.40 | 18 - X - | 6.80 7.40 10.30 10.85 11.10 13.20 18 - Y - | 2.55 2.60 2.75 2.30 2.05 1.90 | 18 - X - | 13.50 16.70 17.00 20.40 23.90 26.10 18 - Y - | 1.80 -0.10 -0.10 -0.20 -0.40 -0.75 | 18 - X - | 60.00 18 - Y - | -0.90 | 17 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 0.85 17 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -1.50 | 17 - X - | 3.80 6.80 7.40 10.30 10.85 11.10 17 - Y - | 1.40 2.55 2.60 2.75 2.30 2.05 | 17 - X - | 13.20 13.50 16.70 17.00 20.40 23.90 17 - Y - | 1.90 1.80 -0.10 -0.10 -0.20 -0.40 | 17 - X - | 26.10 60.00 17 - Y - | -0.75 -0.90 | 16 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 0.85 16 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -1.50 | 16 - X - | 3.80 6.80 7.40 10.30 10.85 11.10 16 - Y - | 1.40 2.55 2.60 2.75 2.30 1.50 | 16 - X - | 13.20 13.50 16.70 17.00 20.40 23.90 16 - Y - | 1.45 1.80 -0.10 -0.10 -0.20 -0.40 | 16 - X - | 26.10 60.00 16 - Y - | -0.75 -0.90 | 15 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 0.85 15 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -1.50 | 15 - X - | 3.80 11.10 13.20 13.50 16.70 17.00 15 - Y - | 1.40 1.50 1.45 1.80 -0.10 -0.10 | 15 - X - | 20.40 23.90 26.10 60.00 15 - Y - | -0.20 -0.40 -0.75 -0.90 | 14 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 0.85 14 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -1.50 | 14 - X - | 15.00 16.70 17.00 20.40 23.90 26.10 14 - Y - | -1.50 -0.10 -0.10 -0.20 -0.40 -0.75 | 14 - X - | 60.00 14 - Y - | -0.90 | 13 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 16.70 13 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -4.05 | 13 - X - | 16.70 17.00 20.40 23.90 26.10 60.00 13 - Y - | -0.10 -0.10 -0.20 -0.40 -0.75 -0.90 | 12 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 16.70 12 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -4.05 | 12 - X - | 16.70 17.00 17.40 23.50 23.90 26.10 12 - Y - | -0.10 -0.10 -1.25 -1.40 -0.40 -0.75 | 12 - X - | 60.00 12 - Y - | -0.90 | 11 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 16.70 11 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -4.05 | 11 - X - | 26.00 26.09 26.10 60.00 11 - Y - | -1.60 -1.60 -0.75 -0.90 | 10 - X - | -25.00 -13.00 -4.15 -3.04 -1.75 16.70 10 - Y - | -15.10 -15.09 -6.40 -5.32 -4.05 -4.05 | 10 - X - | 18.25 26.02 26.09 26.10 60.00 10 - Y - | -5.33 -5.34 -1.60 -0.75 -0.90 | 9 - X - | -25.00 -13.00 -4.15 -3.04 18.25 26.02 9 - Y - | -15.10 -15.09 -6.40 -5.32 -5.33 -5.34 | 9 - X - | 26.09 26.10 60.00 9 - Y - | -1.60 -0.75 -0.90 | 8 - X - | -25.00 -13.00 -4.15 18.25 18.25 26.02 8 - Y - | -15.10 -15.09 -6.40 -6.40 -5.33 -5.34 | 8 - X - | 26.09 26.10 60.00 8 - Y - | -1.60 -0.75 -0.90 | 7 - X - | -25.00 -13.00 -4.15 18.25 26.00 26.02 7 - Y - | -15.10 -15.09 -6.40 -6.40 -6.40 -5.34 | 7 - X - | 26.09 26.10 60.00 7 - Y - | -1.60 -0.75 -0.90 | 6 - X - | -25.00 -13.00 -4.15 18.25 18.25 26.00 6 - Y - | -15.10 -15.09 -6.40 -6.40 -15.33 -16.70 | 6 - X - | 26.00 26.02 26.09 26.10 60.00 6 - Y - | -6.40 -5.34 -1.60 -0.75 -0.90 | 5 - X - | -25.00 -13.00 16.70 18.25 26.00 26.00 5 - Y - | -15.10 -15.09 -15.05 -15.33 -16.70 -6.40 | 5 - X - | 26.02 26.09 26.10 60.00 5 - Y - | -5.34 -1.60 -0.75 -0.90 | 4 - X - | -25.00 -13.00 16.70 18.25 26.00 26.00 4 - Y - | -15.10 -15.09 -15.05 -15.33 -16.70 -6.40 | 4 - X - | 26.02 26.09 60.00 4 - Y - | -5.34 -1.60 -1.60 | 3 - X - | -25.00 -13.00 16.70 18.25 26.00 26.00 3 - Y - | -15.10 -15.09 -15.05 -15.33 -16.70 -6.40 | 3 - X - | 26.02 60.00 3 - Y - | -5.34 -5.40 | 2 - X - | -25.00 -13.00 16.70 18.25 26.00 26.00 2 - Y - | -15.10 -15.09 -15.05 -15.33 -16.70 -6.40 | 2 - X - | 60.00 2 - Y - | -6.40 | 1 - X - | -25.00 -13.00 16.70 18.25 26.00 60.00 1 - Y - | -15.10 -15.09 -15.05 -15.33 -16.70 -16.70 | 0 - X - | -25.00 60.00 0 - Y - | -18.65 -18.65 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -25.00 2.50 7.50 13.50 16.50 23.50 1 - Y - | 0.70 0.70 0.90 0.90 -0.90 -0.90 | 1 - X - | 26.00 60.00 1 - Y - | -1.50 -1.50 | 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 ---------|----------------------------- 22 | KLEI, siltig W 21 | KLEI, siltig W 20 | Veen, Hollandveen W 19 | KLEI, siltig W 18 | KLEI, zandig W 17 | Zand, antropogeen 16 | KLEI, siltig Kr 15 | KLEI, siltig Kr 14 | KLEI, siltig Kr 13 | Zand, antropogeen 12 | KLEI, siltig BiT 11 | Veen, Hollandveen BiT 10 | Veen, Hollandveen Kr 9 | KLEI, siltig Kr 8 | KLEI, siltig BiT 7 | KLEI, zandig B 6 | KLEI, zandig Kr 5 | KLEI, siltig A 4 | Veen, Hollandveen A/AA 3 | KLEI, siltig A 2 | KLEI, zandig A 1 | Zand, Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 22 | 15.20 | 15.20 | 1 | 99 | 21 | 15.20 | 15.20 | 99 | 99 | 20 | 10.00 | 10.00 | 99 | 99 | 19 | 15.20 | 15.20 | 99 | 99 | 18 | 17.30 | 17.30 | 99 | 2 | 17 | 18.00 | 20.00 | 1 | 1 | 16 | 14.50 | 14.50 | 1 | 1 | 15 | 14.50 | 14.50 | 1 | 99 | 14 | 14.50 | 14.50 | 99 | 99 | 13 | 18.00 | 20.00 | 1 | 1 | 12 | 15.00 | 15.00 | 1 | 99 | 11 | 10.10 | 10.10 | 99 | 99 | 10 | 10.90 | 10.90 | 99 | 99 | 9 | 14.50 | 14.50 | 99 | 99 | 8 | 15.00 | 15.00 | 99 | 99 | 7 | 16.80 | 16.80 | 99 | 2 | 6 | 16.80 | 16.80 | 99 | 2 | 5 | 14.40 | 14.40 | 1 | 99 | 4 | 10.00 | 10.00 | 99 | 99 | 3 | 14.40 | 14.40 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 22 | - | - | - | - | - | - | - | 21 | - | - | - | - | - | - | - | 20 | - | - | - | - | - | - | - | 19 | - | - | - | - | - | - | - | 18 | - | - | - | - | - | - | - | 17 | - | - | - | - | - | - | - | 16 | - | - | - | - | - | - | - | 15 | - | - | - | - | - | - | - | 14 | - | - | - | - | - | - | - | 13 | - | - | - | - | - | - | - | 12 | - | - | - | - | - | - | - | 11 | - | - | - | - | - | - | - | 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 22 | KLEI, siltig W 21 | KLEI, siltig W 20 | VEEN, hollandveen W 19 | KLEI, siltig W 18 | KLEI, zandig 17 | ZAND, antr 16 | KLEI, siltig Kr 15 | KLEI, siltig Kr 14 | KLEI, siltig Kr 13 | ZAND, antr 12 | KLEI, siltig BiT 11 | VEEN, hollandveen BiT 10 | VEEN, hollandveen Kr 9 | KLEI, siltig Kr 8 | KLEI, siltig BiT 7 | KLEI, zandig 6 | KLEI, zandig 5 | KLEI, siltig A 4 | VEEN, hollandveen A/AA 3 | KLEI, siltig A 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 : 11.63 [m] X co-ordinate grid right : 36.62 [m] Number of grid points in X - direction : 10 Y co-ordinate grid bottom : 7.97 [m] Y co-ordinate grid top : 15.28 [m] Number of grid points in Y - direction : 10 Y co-ordinate tangent smallest circle : -1.00 [m] Y co-ordinate tangent biggest circle : -8.00 [m] Number of circles per grid point : 15 No fixed points input. Total number of center points in the grid: 100 Total number of slip circles in the grid : 1500 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 | 19.25 | 21.75 | 45.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 22 | 20 21 | 20 20 | 20 19 | 20 18 | 20 17 | 100 16 | 20 15 | 20 14 | 20 13 | 100 12 | 20 11 | 20 10 | 20 9 | 20 8 | 20 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 ======================================= Information on the critical circle : Fmin = 1.164 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 22.74 [m] Y co-ordinate center point : 12.03 [m] Radius of critical circle : 17.03 [m] The center point of the critical circle is enclosed Driving moment soil : 3020.00 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 74.36 [kNm/m] Iterated resisting moment : 3020.00 [kNm/m] Non-iterated resisting moment : 3465.84 [kNm/m] END OF D-Geo Stability OUTPUT =============================