The paper describes experimental techniques developed in the geotechnical centrifuge facility at City, University of London to test bored pile foundations with profiled bores designed to increase pile capacity. Improvements were made to existing equipment to ensure accurate measurement of the load displacement response at working loads and potential errors quantified.

Experimental technique for creating enhanced capacity piles in a centrifuge environment / Lalicata, L. M.; Mcnamara, A.; Stallebrass, S.. - (2020), pp. 1-6. (Intervento presentato al convegno 4th European Conference on Physical modelling in Geotechnics, ECPMG2020 tenutosi a Lulea).

Experimental technique for creating enhanced capacity piles in a centrifuge environment

2020

Abstract

The paper describes experimental techniques developed in the geotechnical centrifuge facility at City, University of London to test bored pile foundations with profiled bores designed to increase pile capacity. Improvements were made to existing equipment to ensure accurate measurement of the load displacement response at working loads and potential errors quantified.
2020
4th European Conference on Physical modelling in Geotechnics, ECPMG2020
Pile foundations, load-displacement, stiff clays
04 Pubblicazione in atti di convegno::04b Atto di convegno in volume
Experimental technique for creating enhanced capacity piles in a centrifuge environment / Lalicata, L. M.; Mcnamara, A.; Stallebrass, S.. - (2020), pp. 1-6. (Intervento presentato al convegno 4th European Conference on Physical modelling in Geotechnics, ECPMG2020 tenutosi a Lulea).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1453995
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