1.

In a cohesionless soil deposit having a unit weight of 1.5 t/mand an angle of internal friction of 30° the active and passivelateral earth pressure intensities (in t/m) 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» C. 10 and 20


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