Program : D-Geo Stability Version : 18.1.1.3 Company : Stichting Deltares Date : 18-Jul-18 Time : 10:53:15 Output file : D:\DAMLiveSingapore\Damlive\csv files\Geometries\SD CS2 8-8.sto Input file : D:\DAMLiveSingapore\Damlive\csv files\Geometries\SD CS2 8-8.sti ========================== BEGINNING OF DATA ========================== ECHO OF THE INPUT ================= Problem identification : : Calculation model : Bishop Default shear strength : C phi LAYER BOUNDARIES ================ Boundary no.| Co-ordinates [m] ------------|---------------------------------------------------- | 22 - X - |-110.00 -31.04 13.92 17.00 21.11 45.21 22 - Y - | 93.80 93.80 93.80 95.29 95.26 103.40 | 22 - X - | 53.12 55.12 68.12 70.12 87.30 93.97 22 - Y - | 106.00 106.00 106.00 106.00 100.33 99.00 | 22 - X - | 97.97 103.97 105.97 108.07 111.97 180.00 22 - Y - | 98.80 96.80 96.80 97.50 98.80 98.80 | 21 - X - |-110.00 -31.04 13.92 17.00 21.11 45.21 21 - Y - | 93.80 93.80 93.80 95.29 95.26 103.40 | 21 - X - | 48.26 53.12 55.12 55.12 68.12 70.12 21 - Y - | 103.40 104.90 104.90 106.00 106.00 106.00 | 21 - X - | 87.30 93.97 97.97 103.97 105.97 108.07 21 - Y - | 100.33 99.00 98.80 96.80 96.80 97.50 | 21 - X - | 111.97 180.00 21 - Y - | 98.80 98.80 | 20 - X - |-110.00 -31.04 13.92 19.60 48.26 53.12 20 - Y - | 93.80 93.80 93.80 93.80 103.40 104.90 | 20 - X - | 55.12 55.12 68.12 70.12 87.30 93.97 20 - Y - | 104.90 106.00 106.00 106.00 100.33 99.00 | 20 - X - | 97.97 103.97 105.97 108.07 111.97 180.00 20 - Y - | 98.80 96.80 96.80 97.50 98.80 98.80 | 19 - X - |-110.00 -31.04 13.92 19.60 48.26 53.12 19 - Y - | 93.80 93.80 93.80 93.80 103.40 104.90 | 19 - X - | 55.12 55.12 68.12 70.12 87.30 93.97 19 - Y - | 104.90 106.00 106.00 106.00 100.33 99.00 | 19 - X - | 97.97 98.18 100.64 101.01 103.97 105.97 19 - Y - | 98.80 98.17 97.59 97.50 96.80 96.80 | 19 - X - | 108.07 111.97 180.00 19 - Y - | 97.50 98.80 98.80 | 18 - X - |-110.00 -31.04 13.92 19.60 48.26 53.12 18 - Y - | 93.80 93.80 93.80 93.80 103.40 104.90 | 18 - X - | 55.12 55.12 68.12 75.75 87.00 93.85 18 - Y - | 104.90 106.00 106.00 103.40 99.70 98.40 | 18 - X - | 98.18 100.64 101.01 103.97 105.97 108.07 18 - Y - | 98.17 97.59 97.50 96.80 96.80 97.50 | 18 - X - | 111.97 180.00 18 - Y - | 98.80 98.80 | 17 - X - |-110.00 -31.04 13.92 19.60 48.26 57.18 17 - Y - | 93.80 93.80 93.80 93.80 103.40 103.40 | 17 - X - | 57.18 57.98 57.98 75.75 87.00 93.85 17 - Y - | 103.90 103.90 103.40 103.40 99.70 98.40 | 17 - X - | 98.18 100.64 101.01 103.97 105.97 108.07 17 - Y - | 98.17 97.59 97.50 96.80 96.80 97.50 | 17 - X - | 111.97 180.00 17 - Y - | 98.80 98.80 | 16 - X - |-110.00 -31.04 13.92 19.60 57.18 57.18 16 - Y - | 93.80 93.80 93.80 93.80 93.80 103.40 | 16 - X - | 57.18 57.98 57.98 75.75 87.00 93.85 16 - Y - | 103.90 103.90 103.40 103.40 99.70 98.40 | 16 - X - | 98.18 100.64 101.01 103.97 105.97 108.07 16 - Y - | 98.17 97.59 97.50 96.80 96.80 97.50 | 16 - X - | 111.97 180.00 16 - Y - | 98.80 98.80 | 15 - X - |-110.00 -31.04 -8.64 6.36 57.18 57.18 15 - Y - | 93.80 93.80 82.60 75.10 75.10 93.80 | 15 - X - | 57.18 57.18 57.98 57.98 75.75 87.00 15 - Y - | 103.40 103.90 103.90 103.40 103.40 99.70 | 15 - X - | 93.85 98.18 100.64 101.01 103.97 105.97 15 - Y - | 98.40 98.17 97.59 97.50 96.80 96.80 | 15 - X - | 108.07 111.97 180.00 15 - Y - | 97.50 98.80 98.80 | 14 - X - |-110.00 -8.64 6.36 57.18 57.18 57.18 14 - Y - | 82.60 82.60 75.10 75.10 93.80 103.40 | 14 - X - | 57.18 57.98 57.98 75.75 87.00 93.85 14 - Y - | 103.90 103.90 103.40 103.40 99.70 98.40 | 14 - X - | 98.18 100.64 101.01 103.97 105.97 108.07 14 - Y - | 98.17 97.59 97.50 96.80 96.80 97.50 | 14 - X - | 111.97 180.00 14 - Y - | 98.80 98.80 | 13 - X - |-110.00 57.18 57.18 57.18 57.18 57.18 13 - Y - | 68.80 68.80 75.10 93.80 103.40 103.90 | 13 - X - | 57.98 57.98 75.75 87.00 93.85 98.18 13 - Y - | 103.90 103.40 103.40 99.70 98.40 98.17 | 13 - X - | 100.64 101.01 103.97 105.97 108.07 111.97 13 - Y - | 97.59 97.50 96.80 96.80 97.50 98.80 | 13 - X - | 180.00 13 - Y - | 98.80 | 12 - X - |-110.00 57.18 57.18 57.18 57.18 57.98 12 - Y - | 68.80 68.80 75.10 93.80 103.40 103.40 | 12 - X - | 75.75 87.00 93.85 98.18 100.64 101.01 12 - Y - | 103.40 99.70 98.40 98.17 97.59 97.50 | 12 - X - | 103.97 105.97 108.07 111.97 180.00 12 - Y - | 96.80 96.80 97.50 98.80 98.80 | 11 - X - |-110.00 57.18 57.18 57.18 57.98 57.98 11 - Y - | 68.80 68.80 75.10 93.80 93.80 97.50 | 11 - X - | 57.98 75.75 87.00 93.85 98.18 100.64 11 - Y - | 103.40 103.40 99.70 98.40 98.17 97.59 | 11 - X - | 101.01 103.97 105.97 108.07 111.97 180.00 11 - Y - | 97.50 96.80 96.80 97.50 98.80 98.80 | 10 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 10 - Y - | 68.80 68.80 75.10 75.10 93.80 97.50 | 10 - X - | 57.98 75.75 87.00 93.85 98.18 100.64 10 - Y - | 103.40 103.40 99.70 98.40 98.17 97.59 | 10 - X - | 101.01 103.97 105.97 108.07 111.97 180.00 10 - Y - | 97.50 96.80 96.80 97.50 98.80 98.80 | 9 - X - |-110.00 57.18 57.98 57.98 57.98 57.98 9 - Y - | 68.80 68.80 68.80 75.10 93.80 97.50 | 9 - X - | 57.98 75.75 87.00 93.85 98.18 100.64 9 - Y - | 103.40 103.40 99.70 98.40 98.17 97.59 | 9 - X - | 101.01 103.97 105.97 108.07 111.97 180.00 9 - Y - | 97.50 96.80 96.80 97.50 98.80 98.80 | 8 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 8 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 8 - X - | 57.98 57.98 57.98 75.75 87.00 93.85 8 - Y - | 93.80 97.50 103.40 103.40 99.70 98.40 | 8 - X - | 98.18 100.64 101.01 103.97 105.97 108.07 8 - Y - | 98.17 97.59 97.50 96.80 96.80 97.50 | 8 - X - | 111.97 180.00 8 - Y - | 98.80 98.80 | 7 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 7 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 7 - X - | 57.98 57.98 101.01 103.97 105.97 108.07 7 - Y - | 93.80 97.50 97.50 96.80 96.80 97.50 | 7 - X - | 111.97 180.00 7 - Y - | 98.80 98.80 | 6 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 6 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 6 - X - | 57.98 57.98 101.01 103.97 105.97 108.07 6 - Y - | 93.80 97.50 97.50 96.80 96.80 97.50 | 6 - X - | 180.00 6 - Y - | 97.50 | 5 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 5 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 5 - X - | 57.98 97.97 180.00 5 - Y - | 93.80 93.80 93.80 | 4 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 4 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 4 - X - | 60.57 75.57 97.97 180.00 4 - Y - | 75.10 82.60 93.80 93.80 | 3 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 3 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 3 - X - | 60.57 75.57 180.00 3 - Y - | 75.10 82.60 82.60 | 2 - X - |-110.00 57.18 57.18 57.98 57.98 57.98 2 - Y - | 68.80 68.80 66.80 66.80 68.80 75.10 | 2 - X - | 60.57 180.00 2 - Y - | 75.10 75.10 | 1 - X - |-110.00 57.18 57.18 57.98 57.98 180.00 1 - Y - | 68.80 68.80 66.80 66.80 68.80 68.80 | 0 - X - |-110.00 180.00 0 - Y - | 50.00 50.00 PL-LINES ======== Pl-line no. | Co-ordinates [m] ------------|---------------------------------------------------- | 1 - X - |-110.00 57.23 57.98 88.00 102.50 180.00 1 - Y - | 101.83 101.83 99.10 98.50 97.30 97.30 | 2 - X - |-110.00 57.75 180.00 2 - Y - | 101.82 101.83 101.83 Unit weight of water used for calculation: 10.25 [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 | Revetment AW 21 | Revetment BW 20 | Good Earth 19 | Revetment AW 18 | Sand AW 17 | Sand BW 16 | Sand Key 15 | UMC (M) 14 | LMC (M) 13 | Cement Bentoniet 12 | Cement Bentoniet 11 | Cement Bentoniet 10 | Cement Bentoniet 9 | Cement Bentoniet 8 | Sand AW 7 | Sand AW 6 | Sand BW 5 | Sand Key 4 | UMC (L) 3 | LMC (L) 2 | LMC (L) 1 | Residual Soil Layer | Gam usat| Gam sat | Pl-line | Pl-line | number | [kN/m3] | [kN/m3] | top | bottom | ---------|---------|---------|---------|---------| 22 | 17.64 | 17.64 | 1 | 1 | 21 | 19.85 | 19.85 | 1 | 1 | 20 | 17.00 | 17.00 | 1 | 1 | 19 | 17.64 | 17.64 | 1 | 1 | 18 | 17.64 | 17.64 | 1 | 1 | 17 | 19.85 | 19.85 | 1 | 1 | 16 | 19.85 | 19.85 | 1 | 1 | 15 | 15.10 | 15.10 | 1 | 1 | 14 | 16.00 | 16.00 | 99 | 99 | 13 | 13.00 | 13.00 | 1 | 1 | 12 | 13.00 | 13.00 | 1 | 1 | 11 | 13.00 | 13.00 | 1 | 1 | 10 | 13.00 | 13.00 | 1 | 1 | 9 | 13.00 | 13.00 | 1 | 1 | 8 | 17.64 | 17.64 | 1 | 1 | 7 | 17.64 | 17.64 | 1 | 1 | 6 | 19.85 | 19.85 | 1 | 1 | 5 | 19.85 | 19.85 | 1 | 99 | 4 | 15.25 | 15.25 | 99 | 99 | 3 | 16.30 | 16.30 | 2 | 2 | 2 | 16.30 | 16.30 | 2 | 2 | 1 | 19.00 | 19.00 | 2 | - | Pore water pressure ------------------------------ Layer | Excess | P.pres. | number | p.pres. | factor | | [kN/m2] | [-] | ---------|---------|---------| 22 | 0.00 | 1.00 | 21 | 0.00 | 1.00 | 20 | 0.00 | 1.00 | 19 | 0.00 | 1.00 | 18 | 0.00 | 1.00 | 17 | 0.00 | 1.00 | 16 | 0.00 | 1.00 | 15 | 0.00 | 1.00 | 14 | 0.00 | 1.00 | 13 | 0.00 | 1.00 | 12 | 0.00 | 1.00 | 11 | 0.00 | 1.00 | 10 | 0.00 | 1.00 | 9 | 0.00 | 1.00 | 8 | 0.00 | 1.00 | 7 | 0.00 | 1.00 | 6 | 0.00 | 1.00 | 5 | 0.00 | 1.00 | 4 | 0.00 | 1.00 | 3 | 0.00 | 1.00 | 2 | 0.00 | 1.00 | 1 | 0.00 | 1.00 | Layer | Cohesion| Phi |Dilatancy| S | POP | m | number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | ---------|---------|---------|---------|---------|---------|---------| 22 | 0.00 | 25.00 | 25.00 | - | - | - | 21 | 0.00 | 25.00 | 25.00 | - | - | - | 20 | 0.00 | 19.40 | 19.40 | - | - | - | 19 | 0.00 | 25.00 | 25.00 | - | - | - | 18 | 0.00 | 23.07 | 23.07 | - | - | - | 17 | 0.00 | 23.07 | 23.07 | - | - | - | 16 | 0.00 | 23.07 | 23.07 | - | - | - | 15 | 0.00 | 13.90 | 13.90 | - | - | - | 14 | 0.00 | 15.70 | 15.70 | - | - | - | 13 | 30.00 | 1.00 | 1.00 | - | - | - | 12 | 30.00 | 1.00 | 1.00 | - | - | - | 11 | 30.00 | 1.00 | 1.00 | - | - | - | 10 | 30.00 | 1.00 | 1.00 | - | - | - | 9 | 30.00 | 1.00 | 1.00 | - | - | - | 8 | 0.00 | 23.07 | 23.07 | - | - | - | 7 | 0.00 | 23.07 | 23.07 | - | - | - | 6 | 0.00 | 23.07 | 23.07 | - | - | - | 5 | 0.00 | 23.07 | 23.07 | - | - | - | 4 | 0.00 | 15.00 | 15.00 | - | - | - | 3 | 0.00 | 16.40 | 16.40 | - | - | - | 2 | 0.00 | 16.40 | 16.40 | - | - | - | 1 | 0.00 | 20.90 | 20.90 | - | - | - | Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | ---------|---------|---------|---------|---------|---------|---------| 22 | - | - | - | - | - | - | 21 | - | - | - | - | - | - | 20 | - | - | - | - | - | - | 19 | - | - | - | - | - | - | 18 | - | - | - | - | - | - | 17 | - | - | - | - | - | - | 16 | - | - | - | - | - | - | 15 | - | - | - | - | - | - | 14 | - | - | - | - | - | - | 13 | - | - | - | - | - | - | 12 | - | - | - | - | - | - | 11 | - | - | - | - | - | - | 10 | - | - | - | - | - | - | 9 | - | - | - | - | - | - | 8 | - | - | - | - | - | - | 7 | - | - | - | - | - | - | 6 | - | - | - | - | - | - | 5 | - | - | - | - | - | - | 4 | - | - | - | - | - | - | 3 | - | - | - | - | - | - | 2 | - | - | - | - | - | - | 1 | - | - | - | - | - | - | No degree of consolidation <> 100% input. CENTER POINT GRID AND TANGENT LINES =================================== X co-ordinate grid left : 78.12 [m] X co-ordinate grid right : 98.64 [m] Number of grid points in X - direction : 12 Y co-ordinate grid bottom : 104.68 [m] Y co-ordinate grid top : 121.43 [m] Number of grid points in Y - direction : 12 Y co-ordinate tangent smallest circle : 85.00 [m] Y co-ordinate tangent biggest circle : 80.00 [m] Number of circles per grid point : 11 No fixed points input. Total number of center points in the grid: 144 Total number of slip circles in the grid : 1584 MEASURED YIELD STRESS ===================== No measured yield stress input. LINE LOADS ========== No line loads were input. UNIFORM LOAD ============ Uniform |Magnitude| X start | X end | Distrib.| Load | load number | [kN/m] | [m] | [m] | degrees | Type | ------------|---------|---------|---------|---------|-----------| 1 | 20.00 | 54.12 | 68.12 | 0.00 | Permanent | TREE ON SLOPE ============= No tree on slope was input. DEGREE OF CONSOLIDATION : TEMPORARY LOADS ========================================= Layer number| Degree of consolidation -------------|------------------------- 22 | 100 21 | 100 20 | 100 19 | 100 18 | 100 17 | 100 16 | 100 15 | 100 14 | 100 13 | 100 12 | 100 11 | 100 10 | 100 9 | 100 8 | 100 7 | 100 6 | 100 5 | 100 4 | 100 3 | 100 2 | 100 1 | 100 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 = 1.272 Calculation method used : Bishop - C phi ============================================================================= X co-ordinate center point : 87.44 [m] Y co-ordinate center point : 107.72 [m] Radius of critical circle : 24.72 [m] The center point of the critical circle is enclosed Total driving moment : 43080.84 [kNm/m] Driving moment free water : -314.44 [kNm/m] Driving moment external loads : 2347.84 [kNm/m] Iterated resisting moment : 54796.27 [kNm/m] Non-iterated resisting moment : 52799.10 [kNm/m] END OF D-Geo Stability OUTPUT =============================