GATE CE 2017 Set 1 — Question 47

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NAT+2 / -0MediumInfinite SlopesStability of SlopesGeotechnical EngineeringStability Under Seepage

Geotechnical Engineering → Stability of Slopes → Infinite Slopes

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Question

The infinite sand slope shown in the figure is on the verge of sliding failure. The ground water table coincides with the ground surface. Unit weight of water γw=9.81 kN/m3\gamma_w = 9.81\text{ kN/m}^3.
Infinite sand slope with GWT at surface, saturated unit weight 21 kN/m^3, slope angle 20 degrees, and vertical depth 5 m
The value of the effective angle of internal friction (in degrees, up to one decimal place) of the sand is ________
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