Program : D-Geo Stability Version : 10.1.2.3 License : Unknown Company : Date : 21-7-2014 Time : 9:54:19 Output file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p011MHW.sto Input file : G:\02_Werkplaatsen\11_KER\Toetsing_WK\02_Toetsing_PWK\Proeftoets_WTI_2017\dataset\mstab24-30\Nh25p011MHW.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] ------------|---------------------------------------------------- | 21 - X - | -50.00 -35.41 -25.41 -23.63 -22.22 -21.66 21 - Y - | -1.25 -1.00 -0.70 0.58 0.28 0.36 | 21 - X - | -19.02 -17.43 -15.41 -12.07 -8.38 -5.66 21 - Y - | 1.65 2.40 3.26 3.39 3.30 1.76 | 21 - X - | -2.73 -2.22 -1.53 1.68 4.49 5.39 21 - Y - | 0.21 0.06 -0.02 -0.08 -0.13 -0.29 | 21 - X - | 6.48 8.29 9.22 9.42 9.91 11.36 21 - Y - | -0.57 -0.95 -1.34 -1.40 -1.58 -1.58 | 21 - X - | 11.99 13.04 13.99 23.86 21 - Y - | -1.28 -1.07 -0.97 -1.02 | 20 - X - | -50.00 -26.93 -25.41 -23.63 -22.22 -21.66 20 - Y - | -2.00 -2.00 -0.70 0.58 0.28 0.36 | 20 - X - | -19.02 -17.43 -15.41 -12.07 -8.38 -5.66 20 - Y - | 1.65 2.40 3.26 3.39 3.30 1.76 | 20 - X - | -2.73 -2.22 -1.53 1.68 4.49 5.39 20 - Y - | 0.21 0.06 -0.02 -0.08 -0.13 -0.29 | 20 - X - | 6.48 8.29 9.22 9.42 9.91 11.36 20 - Y - | -0.57 -0.95 -1.34 -1.40 -1.58 -1.58 | 20 - X - | 11.99 13.04 13.99 23.86 20 - Y - | -1.28 -1.07 -0.97 -1.02 | 19 - X - | -50.00 -26.93 -2.22 -2.22 -1.53 1.68 19 - Y - | -2.00 -2.00 -2.00 0.06 -0.02 -0.08 | 19 - X - | 4.49 5.39 6.48 8.29 9.22 9.42 19 - Y - | -0.13 -0.29 -0.57 -0.95 -1.34 -1.40 | 19 - X - | 9.91 11.36 11.99 13.04 13.99 23.86 19 - Y - | -1.58 -1.58 -1.28 -1.07 -0.97 -1.02 | 18 - X - | -50.00 -26.93 -2.22 4.49 4.49 5.39 18 - Y - | -2.00 -2.00 -2.00 -2.00 -0.13 -0.29 | 18 - X - | 6.48 8.29 9.22 9.42 9.91 11.36 18 - Y - | -0.57 -0.95 -1.34 -1.40 -1.58 -1.58 | 18 - X - | 11.99 13.04 13.99 23.86 18 - Y - | -1.28 -1.07 -0.97 -1.02 | 17 - X - | -50.00 -26.93 -2.22 4.49 9.22 9.22 17 - Y - | -2.00 -2.00 -2.00 -2.00 -2.00 -1.34 | 17 - X - | 9.42 9.91 11.36 11.99 13.04 13.99 17 - Y - | -1.40 -1.58 -1.58 -1.28 -1.07 -0.97 | 17 - X - | 23.86 17 - Y - | -1.02 | 16 - X - | -50.00 -26.93 -2.22 4.49 9.22 11.99 16 - Y - | -2.00 -2.00 -2.00 -2.00 -2.00 -2.00 | 16 - X - | 11.99 13.04 13.99 23.86 16 - Y - | -1.28 -1.07 -0.97 -1.02 | 15 - X - | -50.00 -26.93 -2.22 4.49 9.22 11.99 15 - Y - | -2.00 -2.00 -2.00 -2.00 -2.00 -2.00 | 15 - X - | 23.86 15 - Y - | -2.00 | 14 - X - | -50.00 -28.10 -2.22 4.49 23.86 14 - Y - | -3.00 -3.00 -3.00 -3.00 -3.00 | 13 - X - | -50.00 -30.68 -28.10 -2.22 4.49 23.86 13 - Y - | -5.20 -5.20 -3.00 -3.00 -3.00 -3.00 | 12 - X - | -50.00 -31.85 -30.68 -28.10 -2.22 4.49 12 - Y - | -6.20 -6.20 -5.20 -3.00 -3.00 -3.00 | 12 - X - | 23.86 12 - Y - | -3.00 | 11 - X - | -50.00 -38.64 -31.85 -30.68 -28.10 -2.22 11 - Y - | -12.00 -12.00 -6.20 -5.20 -3.00 -3.00 | 11 - X - | 4.49 23.86 11 - Y - | -3.00 -3.00 | 10 - X - | -50.00 -38.64 -31.85 -30.68 -2.22 -2.22 10 - Y - | -12.00 -12.00 -6.20 -5.20 -5.20 -3.00 | 10 - X - | 4.49 23.86 10 - Y - | -3.00 -3.00 | 9 - X - | -50.00 -38.64 -31.85 -2.22 -2.22 -2.22 9 - Y - | -12.00 -12.00 -6.20 -6.20 -5.20 -3.00 | 9 - X - | 4.49 23.86 9 - Y - | -3.00 -3.00 | 8 - X - | -50.00 -38.64 -2.22 -2.22 -2.22 -2.22 8 - Y - | -12.00 -12.00 -12.00 -6.20 -5.20 -3.00 | 8 - X - | 4.49 23.86 8 - Y - | -3.00 -3.00 | 7 - X - | -50.00 -38.64 -2.22 -2.22 -2.22 4.49 7 - Y - | -12.00 -12.00 -12.00 -6.20 -5.20 -5.20 | 7 - X - | 4.49 23.86 7 - Y - | -3.00 -3.00 | 6 - X - | -50.00 -38.64 -2.22 -2.22 4.49 4.49 6 - Y - | -12.00 -12.00 -12.00 -6.20 -6.20 -5.20 | 6 - X - | 4.49 23.86 6 - Y - | -3.00 -3.00 | 5 - X - | -50.00 -38.64 -2.22 4.49 4.49 4.49 5 - Y - | -12.00 -12.00 -12.00 -12.00 -6.20 -5.20 | 5 - X - | 4.49 23.86 5 - Y - | -3.00 -3.00 | 4 - X - | -50.00 -38.64 -2.22 4.49 4.49 4.49 4 - Y - | -12.00 -12.00 -12.00 -12.00 -6.20 -5.20 | 4 - X - | 23.86 4 - Y - | -5.20 | 3 - X - | -50.00 -38.64 -2.22 4.49 4.49 23.86 3 - Y - | -12.00 -12.00 -12.00 -12.00 -6.20 -6.20 | 2 - X - | -50.00 -38.64 -2.22 4.49 23.86 2 - Y - | -12.00 -12.00 -12.00 -12.00 -12.00 | 1 - X - | -50.00 23.86 1 - Y - | -18.50 -18.50 | 0 - X - | -50.00 23.86 0 - Y - | -20.47 -20.47 PL LINES ======== PL line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - | -50.00 -18.97 -15.57 -8.94 -2.22 8.02 1 - Y - | 0.70 0.70 1.00 1.00 -1.00 -1.92 | 1 - X - | 23.86 1 - Y - | -1.92 | 2 - X - | -50.00 -9.00 2.00 23.86 2 - Y - | -0.21 -0.21 -0.38 -0.38 | 3 - X - | -50.00 23.86 3 - 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 ---------|----------------------------- 21 | KLEI, antr W 20 | KLEI, antr Kr 19 | KLEI, siltig BiT 18 | KLEI, siltig A 17 | KLEI, siltig opb 16 | KLEI, siltig A 15 | Zand 14 | Veen, Hollandveen W 13 | KLEI, humeus W 12 | KLEI, zandig W 11 | Veen, Hollandveen Kr 10 | KLEI, humeus Kr 9 | KLEI, zandig Kr 8 | Veen, Hollandveen BiT 7 | KLEI, humeus BiT 6 | KLEI, zandig B 5 | Veen, Hollandveen A/AA 4 | KLEI, humeus A 3 | KLEI, zandig A 2 | Zand Calais 1 | Zand, Pleistoceen Layer | Gam usat| Gam sat | PL-line | PL-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 21 | 15.40 | 15.40 | 1 | 2 | 20 | 15.40 | 15.40 | 1 | 2 | 19 | 15.00 | 15.00 | 1 | 2 | 18 | 14.40 | 14.40 | 1 | 2 | 17 | 14.40 | 14.40 | 1 | 2 | 16 | 14.40 | 14.40 | 1 | 2 | 15 | 18.00 | 20.00 | 2 | 2 | 14 | 10.00 | 10.00 | 99 | 99 | 13 | 12.20 | 12.20 | 99 | 99 | 12 | 17.30 | 17.30 | 99 | 99 | 11 | 10.90 | 10.90 | 99 | 99 | 10 | 13.40 | 13.40 | 99 | 99 | 9 | 16.80 | 16.80 | 99 | 99 | 8 | 10.10 | 10.10 | 99 | 99 | 7 | 12.70 | 12.70 | 99 | 99 | 6 | 16.80 | 16.80 | 99 | 99 | 5 | 10.00 | 10.00 | 99 | 99 | 4 | 12.60 | 12.60 | 99 | 99 | 3 | 16.80 | 16.80 | 99 | 99 | 2 | 18.50 | 19.50 | 99 | 3 | 1 | 19.00 | 21.00 | 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]| ---------|---------|---------|---------|---------|---------|---------|---------| 21 | - | - | - | - | - | - | - | 20 | - | - | - | - | - | - | - | 19 | - | - | - | - | - | - | - | 18 | - | - | - | - | - | - | - | 17 | 0.00 | 0.00 | - | - | - | - | - | 16 | - | - | - | - | - | - | - | 15 | - | - | - | - | - | - | - | 14 | - | - | - | - | - | - | - | 13 | - | - | - | - | - | - | - | 12 | - | - | - | - | - | - | - | 11 | - | - | - | - | - | - | - | 10 | - | - | - | - | - | - | - | 9 | - | - | - | - | - | - | - | 8 | - | - | - | - | - | - | - | 7 | - | - | - | - | - | - | - | 6 | - | - | - | - | - | - | - | 5 | - | - | - | - | - | - | - | 4 | - | - | - | - | - | - | - | 3 | - | - | - | - | - | - | - | 2 | - | - | - | - | - | - | - | 1 | - | - | - | - | - | - | - | Layer no.| Stress table name ---------|----------------------------- 21 | KLEI, antr Kr 20 | KLEI, antr Kr 19 | KLEI, siltig BiT 18 | KLEI, siltig A 17 | - 16 | KLEI, siltig A 15 | ZAND, antr 14 | VEEN, hollandveen W 13 | KLEI, hum W 12 | KLEI, zandig 11 | VEEN, hollandveen Kr 10 | KLEI, hum Kr 9 | KLEI, zandig 8 | VEEN, hollandveen BiT 7 | KLEI, hum BiT 6 | KLEI, zandig 5 | VEEN, hollandveen A/AA 4 | KLEI, hum A 3 | KLEI, zandig 2 | ZAND, calais 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 : -4.30 [m] X co-ordinate grid right : 7.55 [m] Number of grid points in X - direction : 10 Y co-ordinate grid bottom : 7.62 [m] Y co-ordinate grid top : 11.80 [m] Number of grid points in Y - direction : 10 Y co-ordinate tangent smallest circle : -3.00 [m] Y co-ordinate tangent biggest circle : -12.00 [m] Number of circles per grid point : 20 No fixed points input. Total number of center points in the grid: 100 Total number of slip circles in the grid : 2000 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 | -0.25 | 2.25 | 45.00 | Temporary | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 21 | 20 20 | 20 19 | 20 18 | 20 17 | 20 16 | 20 15 | 100 14 | 20 13 | 10 12 | 20 11 | 20 10 | 20 9 | 20 8 | 20 7 | 20 6 | 20 5 | 20 4 | 20 3 | 20 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 = 1.058 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 3.60 [m] Y co-ordinate center point : 10.87 [m] Radius of critical circle : 15.77 [m] The center point of the critical circle is enclosed Driving moment soil : 3150.74 [kNm/m] Driving moment free water : 0.00 [kNm/m] Driving moment external loads : 86.49 [kNm/m] Iterated resisting moment : 3150.74 [kNm/m] Non-iterated resisting moment : 3333.23 [kNm/m] END OF D-Geo Stability OUTPUT =============================