The resistance of the soil inside a pipe-pile's cavity to the horizontal dynamic response of the pipe pile is quantified by extending a well-established analytical model from the literature for the soil surrounding solid piles. Accordingly, the derived solution is used to investigate the differences in the dynamic resistance mechanisms associated with the inner soil and outer soil surrounding the pipe pile.
History
Journal title
Journal of Engineering Mechanics
Volume
143
Issue
11
Article number
6017015
Publisher
American Society of Civil Engineers (ASCE)
Language
en, English
College/Research Centre
Faculty of Engineering and Built Environment
School
School of Engineering
Rights statement
This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001353.