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A retaining wall, 4.5 m high, retains a soil with c = 2 N/cm 2 , φ = 30° and g = 20 kN/m 3 , with horizontal surface level with the top of the wall. The backfill carries a surch
after formation of the soil under raft some area around the lift pit for example will be on tipping shape and some column placed in the same area the question how we place the col
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Describe the process of yielding and state the effect work hardening has on the yield point of mild steel
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what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
Ask question #Explalin a joint frame by stiffness method
why A.C. Sheets are given curved shape
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