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A NEW METHOD FOR SINGLE PILE SETTLEMENT PREDICTION AND ANALYSIS (1992)
A method is presented for the alalysis and prediction of single pile behaviour under maintained loading, based on the use of hyperbolic functions to describe individual shaft and base performance. When these funcitons are combined, and elastic pile shortening is added by a relatively simple procedure, an accurate model is obtained.
Geotechnique 42, No 3, 411-425
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