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- W620078891 abstract "As part of a wide ranging test programme to assess the application of centrifuge modelling techniques to piles and piled structures, a series of lateral loading tests has been undertaken using the centrifuge at the University of Manchester. Model piles, 19.05mm diameter, with various wall thicknesses, were tested at 120 rpm (52.5g) to model a prototype pile 1m diameter. The results reported this paper are limited to those from one static and a series of cyclic tests carried out on single piles with a wall thickness of 1.22mm. It was considered important to drive the piles in flight to model field conditions, particularly lateral stress distributions following installation, as closely as possible. This has not been attempted previous centrifuge model experiments. The applied load, deflection of the pile at the point of loading and bending moments down the pile were measured during the tests for subsequent analysis. The tests showed that it is possible to drive a model pile in flight although there are problems protecting instrumentation during driving. The methods of numerical analysis used are shown to produce useful results. The p-y curves derived from the results are shown to have mean gradients which agree reasonably with published values. The number of the covering abstract of the symposium is IRRD 286058. (TRRL)" @default.
- W620078891 created "2016-06-24" @default.
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- W620078891 date "1985-01-01" @default.
- W620078891 modified "2023-09-26" @default.
- W620078891 title "EXPERIMENTS WITH LATERAL LOADING OF SINGLE PILES IN SAND" @default.
- W620078891 hasPublicationYear "1985" @default.
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