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  1. nozar afshar

    surcharge from adjacent building to retaining wall

    I am excavating 1.2m deep right next t a 7 story building. Depth is 1.2m below that building's foundation which is strip foorting. The footing is located right on the edge of the excavation. I have calculated a surcharge of 10 ton/sq-m for that footing. From the typical formulas, i come up...

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