Civil Engineering - UPSC Civil Service Exam Questions - Discussion
Discussion Forum : UPSC Civil Service Exam Questions - Section 22 (Q.No. 14)
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
Discussion:
1 comments Page 1 of 1.
RAHUL said:
2 years ago
@All.
Here's my soltion.
Pa = Y * Ka * H.
= 1.5 * .33 * 10.
= 5.
Pp = Y * Kp * H.
= 1.5 * 3 * 10.
= 45.
Here's my soltion.
Pa = Y * Ka * H.
= 1.5 * .33 * 10.
= 5.
Pp = Y * Kp * H.
= 1.5 * 3 * 10.
= 45.
(1)
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