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1. 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): 10 and 20
(B): 15 and
(C): 20 and 10
(D): 5 and 15
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