Li, Z and Haigh, SK and Bolton, MD (2010) The behavior of a single pile under cyclic axial loads. Geotechnical Special Publication. pp. 143-148. ISSN 0895-0563Full text not available from this repository.
Many piled foundations have been destroyed under significant cyclic loads in earthquakes. Centrifuge modelling of a single pile subjected to cyclic loads has been conducted to investigate the influence of cyclic loads on the axial performance of the single pile. Different pile installation procedures were applied to compare the axial behaviour of different piles under cyclic loads. Pile head permanent settlements accumulated due to cyclic axial loads, and these increased with the increasing load amplitude. Also the pile head axial secant stiffness decreased with the increasing number of axial load cycles, and with increasing amplitude. Furthermore, the axial pile performance is influenced significantly by different installation methods. © 2010 ASCE.
|Uncontrolled Keywords:||Axial loads Cyclic loads Deep foundations Earthquakes Piles|
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Cron Job|
|Date Deposited:||07 Mar 2014 12:03|
|Last Modified:||27 Nov 2014 19:20|