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  1. Reigh0820

    Seismic Design For Piles

    Hi fellow Engineers, I have a question regarding the subject above. It is duly noted that we need to consider on our design of piles and caissons in seismic events in seismic zone 3 and 4 (UBC 97 Section 1809.5.1 & 1809.5.2). So, the piles and caissons alone must be designed to resist lateral...

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