Stringer, M and Madabhushi, G (2011) The effect of pile installation method on dynamic pile response. International Journal of Physical Modelling in Geotechnics, 11. pp. 87-99. ISSN 1346-213XFull text not available from this repository.
The widespread use of piled foundations in areas prone to liquefaction has led to significant research being carried out to understand their behaviour during earthquakes. A key challenge inmodelling this problemin a centrifuge is the installation procedure, and in most dynamic centrifuge experiments piles are installed before the test commences, either pushing the piles at 1g, or fixing the piles in the model and the sand poured around them. In this paper, a series of dynamic centrifuge experiments are described in which a 2 × 2 pile group is pushed into the model before the test begins and also once the centrifuge has reached the test acceleration. The paper focuses on the key differences which were observed in the pile group's response to the earthquake motion, and in particular, the very different settlement responses of the pile groups.
|Uncontrolled Keywords:||Models (physical) Piles and piling Seismic engineering|
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Unnamed user with email email@example.com|
|Date Deposited:||16 Jul 2015 14:03|
|Last Modified:||03 Sep 2015 03:27|