4) A large slope is constructed as shown in the figure below. A failure surface is...
Find the factor of safety using bishops modified method (total and effective stresses with 6 slices) O. GWT: horizontal, passes through slope toe, shown as blue dashed line FAILURE SURFACE: center of circle given as black point, failure surface passes through the toe 3 m 6 m 20° m O. GWT: horizontal, passes through slope toe, shown as blue dashed line FAILURE SURFACE: center of circle given as black point, failure surface passes through the toe 3 m 6 m...
Problem 1 For a slope as shown in the figure below. Using the ordinary method of slices (i.e. Fellenius), find the factor of safety for the trial case B = 45',' = 20°, c' = 19.2 kPa, y = 18.08 kN/m, H= 12.2 m, a = 30° and 0 = 700. Hint: You can divide the trial slip surface into 7 slices as below. 700 ① / ② / ③ / 0 / 0 3.2 3 3 3 3 3
Geomechanics (b) Figure 1 shows a water retaining embankment with a slope of 1:2 (vertical kN/m'. The clay soil has an undrained cohesion of 30 kPa and a saturated unit weight of i18 following information is given: Area FBDE-42m2 (above water level) Centroidal distance dA-13m Area AED 144m2 (below water level) Centroidal distance, ds -4.5m Angle AOF-83 Radius of circular slip plane, R- 22.5m (i) Determine the total disturbing moment by considering the forces Wa Ws and Pw (Gfi) Determine...