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Dear All, I am analysing a slope cut by using SLOPE/W software. The FOS evaluated by Bishop's method comes out to be 1.121. I have to impose bored pil…
, updated: 12/06/2013 12:43
I am trying to design bored piles to stabilise a slope in crabonaceous shale layer. The calculations performed by the method mentioned in US Navy mann…
, updated: 05/06/2013 13:32