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- DETAILED RESULTS FOR CRITICAL CIRCLE Factor of safety = 1.841
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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 DETAILED RESULTS FOR CRITICAL CIRCLE Factor of safety = 1.841 Slipped mass = 2359 kN/m Out of balance vertical force = 0 kN/m Out of balance horizontal force = 161 kN/m Centre of circle: X = 3.06 Y = 0.18 Radius = 12.68 Overturning moment = 10041 kN.m/m Restoring moment = 18486 kN.m/m Slip surface coordinates Piezometric ------- Interslice forces -------- ------------------------ elevation ----- horizontal ------ vertical No. X Y Y(w) E(total) E'(effective) Q kN/m kN/m kN/m 1 -9.62 0.00 -8.10 0 0 0 2 -9.32 -2.56 -8.10 15 15 0 3 -8.51 -5.01 -8.10 86 86 0 4 -7.22 -7.25 -8.10 203 203 0 5 -5.50 -9.18 -8.10 340 334 0 6 -3.39 -10.74 -8.10 471 436 0 7 -1.00 -11.84 -8.10 519 449 0 8 -0.50 -11.99 -8.10 516 440 0 9 -0.48 -12.00 -8.10 516 440 0 10 -0.02 -12.12 -8.10 508 427 0 11 0.00 -12.13 -8.10 508 426 0 12 0.02 -12.13 -8.10 507 426 0 13 2.79 -12.50 -8.10 495 398 0 14 5.56 -12.26 -8.10 429 342 0 15 8.22 -11.41 -8.10 322 268 0 16 10.63 -10.00 -8.10 213 195 0 17 12.67 -8.10 -8.10 161 161 0 Slice Cohesion Tan(phi) Pore Weight Forces on base of slice No. pressure of slice --- normal --- shear (avge) (avge) (avge) W P P' S kN/m2 kN/m2 kN/m kN/m kN/m kN/m 1 0.00 0.6249 0.00 7 15 15 5 2 0.00 0.6561 0.00 56 85 85 30 3 0.00 0.7002 0.00 144 173 173 66 4 0.00 0.7002 3.01 257 274 266 101 5 0.00 0.7386 18.59 385 421 372 149 6 0.00 0.7813 31.89 496 514 430 183 7 0.00 0.7813 38.15 110 104 84 36 8 0.00 0.7813 38.97 5 4 4 2 9 0.00 0.7813 39.62 111 105 86 37 10 0.00 0.7813 40.27 5 5 4 2 11 0.00 0.7813 40.32 3 3 2 1 12 0.00 0.7813 42.18 219 215 98 41 13 0.00 0.7813 42.79 223 228 109 46 14 0.00 0.7813 37.32 186 209 105 45 15 0.00 0.7813 26.05 117 156 83 35 16 0.00 0.7002 9.50 36 61 35 13 Slice -- Surcharge loads -- Water load on No. vertical horizontal submerged ground load load vertical horizontal kN/m kN/m kN/m kN/m 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 42 0 0 0 6 48 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 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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