1.

A 6 m high retaining wall with a vertical back has a backfill of silty sand with a slope of 10° for the backfill. With values of KH = 760 kg/m2/m and KV = 100 kg/m2/m, the total active earth pressure will approximately be

A. 128 kN/m
B. 134 kN/m
C. 138 kN/m
D. 142 kN/m
Answer» D. 142 kN/m


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