Civil Engineering - UPSC Civil Service Exam Questions - Discussion

14. 

In a cohesionless soil deposit having a unit weight of 1.5 t/m3and an angle of internal friction of 30° the active and passivelateral earth pressure intensities (in t/m2) at a depth of 10 m will, respectively, be

[A]. 15 and
[B]. 5 and 15
[C]. 10 and 20
[D]. 20 and 10

Answer: Option B

Explanation:

No answer description available for this question.

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