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  1. SUSA12

    Vibratory Stone Column Installation Problem in Soft Silt

    I am involved with a small project in which vibratory stone columns were selected to improve the soils for support of shallow foundations. The soils consist of a silt (ML) in the upper 20 feet. (Avg N=5, M% - 22-28, DD = 95 pcf, no atterbergs were run). Below that the soils continue to be soft...

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