Question: A sheet pile retaining wall is to be designed to stabilise 4 m high excavation. The soil parameters are ' c s = 3 3

A sheet pile retaining wall is to be designed to stabilise 4m high excavation.
The soil parameters are 'cs=33 and bulk=18.8kNm3.
Check if 8m of wall penetration in to the same soil would be adequate for the wall stability. Use FSM method.
A sheet pile retaining wall is to be designed to

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