GATE CE 2023 Set 1 — Question 56

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NAT+2 / -0MediumInfinite SlopesStability of SlopesGeotechnical Engineering

Geotechnical Engineering → Stability of Slopes → Infinite Slopes

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Question

A soil having the average properties, bulk unit weight = 19 kN/m319\text{ kN/m}^3; angle of internal friction = 2525^\circ and cohesion = 15 kPa15\text{ kPa}, is being formed on a rock slope existing at an inclination of 3535^\circ with the horizontal. The critical height (in m) of the soil formation up to which it would be stable without any failure is _______ (round off to one decimal place).
[Assume the soil is being formed parallel to the rock bedding plane and there is no ground water effect.]
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