GATE CE 2019 Set 1 — Question 63

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

Geotechnical Engineering → Stability of Slopes → Infinite Slopes

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A granular soil has a saturated unit weight of 20 kN/m320\text{ kN/m}^3 and an effective angle of shearing resistance of 3030^\circ. The unit weight of water is 9.81 kN/m39.81\text{ kN/m}^3. A slope is to be made on this soil deposit in which the seepage occurs parallel to the slope up to the free surface. Under this seepage condition for a factor of safety of 1.51.5, the safe slope angle (in degree, round off to 1 decimal place) would be ________
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