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
Leonardo Maria Lalicata;
2020-01-01
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.
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