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hif18031
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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 Partial factor of safety on soil weight = 1.000 Partial factor of safety on surcharge loads = 1.000 Minimum number of slices = 10 Program SLOPE - Copyright (C) 2014 by DL Borin, distributed by GEOSOLVE 69 Rodenhurst Road, London SW4, UK. SLOPE 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 Brief results for selected circles through common point no.1 ---Centre--- Radius Factor Slipped Overturning Restoring Delta X Y R of mass moment moment safety ( Out of balance forces ) (Itera ( Vert. Horiz. Moment ) tions) kN/m kN.m/m 3.06 0.18 12.68 1.841 2359 10041 18486 ( 0) ( 0) ( 0) ( 5 ) 4.06 0.18 13.00 1.846 2387 10187 18802 ( 0) ( 0) ( 0) ( 5 ) 4.06 1.18 13.94 1.856 2505 11349 21062 ( 0) ( 0) ( 0) ( 5 ) 3.06 1.18 13.65 1.865 2479 11165 20826 ( 0) ( 0) ( 0) ( 5 ) 4.06 2.18 14.89 1.873 2619 12513 23432 ( 0) ( 0) ( 0) ( 5 ) 2.06 0.18 12.44 1.887 2366 9861 18609 ( 0) ( 0) ( 0) ( 5 ) 3.06 2.18 14.61 1.891 2600 12330 23315 ( 0) ( 0) ( 0) ( 5 ) 5.06 1.18 14.30 1.891 2575 11534 21814 ( 0) ( 0) ( 0) ( 5 ) 4.06 3.18 15.84 1.894 2729 13678 25913 ( 0) ( 0) ( 0) ( 5 ) 5.06 2.18 15.22 1.896 2681 12697 24067 ( 0) ( 0) ( 0) ( 5 ) 5.06 0.18 13.38 1.897 2466 10373 19675 ( 0) ( 0) ( 0) ( 5 ) 5.06 3.18 16.16 1.907 2783 13861 26433 ( 0) ( 0) ( 0) ( 5 ) 2.06 1.18 13.42 1.915 2499 11028 21119 ( 0) ( 0) ( 0) ( 5 ) 4.06 4.18 16.80 1.920 2835 14844 28503 ( 0) ( 0) ( 0) ( 5 ) 3.06 3.18 15.59 1.920 2715 13496 25914 ( 0) ( 0) ( 0) ( 5 ) 5.06 4.18 17.10 1.924 2882 15026 28910 ( 0) ( 0) ( 0) ( 5 ) 2.06 2.18 14.40 1.945 2625 12196 23722 ( 0) ( 0) ( 0) ( 5 ) 5.06 5.18 18.05 1.945 2978 16191 31494 ( 0) ( 0) ( 0) ( 5 ) 4.06 5.18 17.77 1.949 2937 16011 31199 ( 0) ( 0) ( 0) ( 5 ) 3.06 4.18 16.56 1.952 2827 14662 28622 ( 0) ( 0) ( 0) ( 5 ) 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:
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