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An investigation is presented into the mechanisms governing both the ageing and axial cyclic
loading characteristics of displacement piles in silica sands.
The thesis considers first the state–of–knowledge regarding the axial capacity of displacement piles
in silica sands. Three main areas of uncertainty are identified; the stress regime setup by
installation, the mechanisms of ageing that lead to capacity increases with time (set-up), and the
effects of axial cyclic loading.
New laboratory experiments are then described that involved tests with extensively instrumented
36mm diameter Mini-Imperial College Piles (Mini-ICP) with roughened (Rcla ~3.5μm) stainless
steel shafts and 600
conical tip bases, that could measure axial loads, and interface radial and shear
stresses at multiple positions along their shafts. Less extensively instrumented piles with varying
diameters were also tested. Ten installations were made in the 1.2m diameter, 1.5m deep Grenoble–
INP calibration chamber. Fresh pluviated sand masses were formed for each installation, which
were typically instrumented with multiple commercially sourced (Kyowa and TML) miniature
sensors to measure radial, vertical and circumferential stresses in the sand mass during pile
installation, ageing, and axial static and cyclic loading tests. Key parameters that might affect pile
behaviour were then isolated and considered in turn.
The interpretation links the model tests to instrumented field studies and the ageing trends
established from a field database. The model piles’ axial cyclic loading responses are analysed by
developing cyclic interaction diagrams which are linked to full scale tests and laboratory
experiments to identify the key mechanisms governing field cyclic behaviour. The interaction
diagrams provide a straight-forward screening tool for addressing axial cyclic loading in practice.
Reference is made to more elaborate procedures and to the experiments’ scope for validating
numerical models. |
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