- 9 M 12 M Iv 2h Embankment Fill Stiff Clay Completely Weathered Rock 50 M Undrained Parameters C Kpa Deg 40 0 Mate 1 (38.83 KiB) Viewed 11 times
- 9 M 12 M Iv 2h Embankment Fill Stiff Clay Completely Weathered Rock 50 M Undrained Parameters C Kpa Deg 40 0 Mate 2 (28.19 KiB) Viewed 11 times
Method, Question is shown also with our output from
Slope/W
Please assist us with the following question below:
What are the methods that can be used to avoid the local
failures in the embankment?
Thank you
9 m 12 m IV 2H Embankment fill Stiff clay Completely weathered rock 50 m Undrained parameters C₂ (kPa) ★ (deg) 40 0 Material properties Soil Layer Embankment fill Stiff Clay Completely weathered rock Ground surface 7 m 12 m Drained parameters C' (kPa) (deg) 5 30 24 8 35 Unit weight y (kN/m³) 20 18 20
Elevation 30 20 10 0 0 10 20 1.606 30 Distance 40 Slide Mass Parameter Method Factor of Safety Total Volume Total Weight Total Resisting Moment Total Activating Moment Total Resisting Force Total Activating Force Copy Print... 50 Morgenstern-Price 1.606 19.932 m³ 395.86 kN 4,787 kN m 2,980.9 kN.m 214.43 kN 133.53 kN 60 ? X Done