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This document summarizes a study on the behavior of long piles under compressive loads in sand. Laboratory tests were conducted on piles ranging from 15.9-38.1 mm in diameter and up to 1.8 m long buried in compact dry sand. Two test conditions were used: one where the pile was free to settle as sand was placed, and one where the pile was rigidly clamped to prevent movement. The piles had load sensors along their length. It was found that the initial residual force state in the pile controlled its subsequent

Author

'Vanessa Vogt

Language

EN