Reducing Settlement Risks in Residual Piedmont Soils Using Rammed Aggregate Pier Elements

by Kord J. Wissmann, (A.M.ASCE),
Keith Moser, (A.M.ASCE),
Miguel A. Pando, (S.M.ASCE),

Document Type: Proceeding Paper

Part of: Foundations and Ground Improvement

Subject Headings: Soil settlement | Piers | Residual soils | Aggregates | Foundation settlement | Load tests | Shear stress | Load factors

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