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Mr. Luis Sanchez, P.E., M.ASCE


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RE: Weight of soil acting on a shallow foundation

Posted By Luis Sanchez 02-25-2018 08:40 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
I'd say that b) is the simple and natural way to approach this, basically because we are talking about weight, no soil particles friction, in many cases like passive pressure, soil might be taken off the equation thinking in the worst case scenario so actually in this situation I usually use case b) ...