Response of Tension Piles to Simulated Seismic Motion in Saturated Fine Sandby Michael W. O'Neill,
Document Type: Proceeding Paper
Part of: Advances in Designing and Testing Deep Foundations: In Memory of Michael W. O'Neill
Copyright holder: From Transportation Research Record No; 1336, Foundation Engineering: Seismic Design, Drilled Shafis, and Other Issues, Transportation Research Board, National Research Council, Washington, DC (1992) (pp 17-23). Reproduced with permission.
Subject Headings: Saturated soils | Ultimate strength | Tension members | Piles | Seismic tests | Seismic effects | Ground motion
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