A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of
A. 7°
B. 10°
C. 12°
D. 17°
Answer: Option C
soil resultant act to back of wall at 5 degree and lateral angle of friction is 7 deg so sum of two angle gives 12 degree lateral horizontal force
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