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A 10m high embankment with slope 1V:3H has been constructed as detailed in the figure below. The fill material has prope
Posted: Sat May 21, 2022 12:47 pm
by answerhappygod
- A 10m High Embankment With Slope 1v 3h Has Been Constructed As Detailed In The Figure Below The Fill Material Has Prope 1 (30.07 KiB) Viewed 21 times
A 10m high embankment with slope 1V:3H has been constructed as detailed in the figure below. The fill material has properties of y 17 kN/m', 37, and 2-0 kPa, whereas the in-situ material has V 12 kN/m, 6-27, and es kPa It is assumed that the groundwater table is at the insitu groundsurface. Using method of slices, calculate the stability of the slope for the specified slip circle using minimum 6 slices 12.5 m 12.5 m 17 N/m W.37 10 m Fill material In-situ material 12 kN/m 27 5 kPa