Profile data
Download 0.75 Mb.
|
hif18031
- Navigate this page:
- Exclusion options
- 1 -0.48 -12.00 3.06 0.18 12.68 1.841
| Analysis options
Method of analysis: BISHOP - Simplified : Horizontal interslice forces Factors of safety calculated on Soil Strength Partial factor of safety on tan(phi) = 1.000 Partial factor of safety on drained cohesion = 1.000 Partial factor of safety on undrained cohesion = 1.000 Exclusion options The summary results and selected results for each exit point exclude: All slip surfaces where the interlock value in any slice is less than 0.1000 All slip surfaces where the slipped mass is less than 10 kN/m run Critical Factor of Safety for each Common Point ---- Common point ----- ----------- Critical circle --------- Point X Y ---- Centre ---- Radius Factor of no. coord coord X Y safety 1 -0.48 -12.00 3.06 0.18 12.68 1.841 <--- Run ID. Soldier Rev B | Sheet No. Fintas Project | Soldier Pile Global Stability | Date:25-05-2022 ----------------------------------------------------------------------------- FACTORS OF SAFETY AT CENTRES OF CIRCLES X-coordinates -0.94 1.06 3.06 5.06 Y-coord 8.18 2.927 2.386 2.255 2.149 2.080 2.042 2.024 7.18 2.902 2.350 2.210 2.114 2.045 2.011 1.996 6.18 2.879 2.316 2.175 2.078 2.012 1.979 1.969 5.18 2.859 2.282 2.145 2.044 1.979 1.949 1.945 4.18 2.842 2.249 2.110 2.010 1.952 1.920 1.924 3.18 2.831 2.219 2.077 1.976 1.920 1.894 1.907 2.18 2.825 2.190 2.045 1.945 1.891 1.873 1.896 1.18 2.827 2.165 2.016 1.915 1.865 1.856 1.891 0.18 2.840 2.145 1.990 1.887 1.841 1.846 1.897 MD-ASH | Sheet No. Program: SLOPE Version 12.04 Revision A16.B13.R49 | Licensed from GEOSOLVE | Job No. Run ID. Soldier Rev B | Made by : ASH Fintas Project | Date:25-05-2022 Soldier Pile Global Stability | Checked : ----------------------------------------------------------------------------- Units: kN,m Download 0.75 Mb. Share with your friends:
|