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This document summarizes previous research on the end-bearing response of piles bases in sandy soils. It discusses how design codes vary in their recommendations for ultimate end-bearing resistance. Previous numerical studies evaluated the pile base response from initial stiffness to ultimate capacity at 10% of the pile diameter. The current work uses numerical analysis to develop full pile base response curves validated by design guidelines and load test data, providing relationships suitable for implement

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xfvg

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EN