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  1. BDBCRUZ

    Liquefaction mitigation with Geopiers

    I am working on a site along a creek. The soil at the site consists of alluvial deposits. There is a free face along the creek. A liquefiable layer exists at between roughly 12 and 18 feet below grade. The liquefiable soil is mostly SM and SP with SPT blow counts generally between 5 and 12. The...

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