A new method for the evaluation of the ultimate load of piles by tests not carried to failure is proposed. It allows, by a proper use of the experimental results, a complete analysis of a pile behaviour. In fact, the total, shaft and base load-settlement curves can be evaluated. It can be applied when shaft friction is fully mobilized during the test.

A new method for the evaluation of the ultimate load of piles by tests not carried to failure

DALERCI, GIOVANNI;BOVOLENTA, ROSSELLA
2011

Abstract

A new method for the evaluation of the ultimate load of piles by tests not carried to failure is proposed. It allows, by a proper use of the experimental results, a complete analysis of a pile behaviour. In fact, the total, shaft and base load-settlement curves can be evaluated. It can be applied when shaft friction is fully mobilized during the test.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11567/296000
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