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  1. jkan

    Subsidence of Peaty Soils

    I am currently working on a site with peaty soils. The site is capped with ~5 feet of alluvial fill and then underlain by 5 to 10 feet of soft to medium stiff peat. Beneath the peat is soft clay of approximately 5 feet thick. Medium stiff to stiff sandy clay, clayey sand and clayey silt deposits...

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