Set-up of pile shaft friction in laboratory chamber tests

被引:24
|
作者
Lim, Jit Kheng [1 ]
Lehane, Barry M. [1 ]
机构
[1] Univ Western Australia, Sch Civil & Resource Engn, Crawley, WA, Australia
基金
澳大利亚研究理事会;
关键词
foundations; granular materials; piles & piling; PENETRATION RESISTANCE; DISPLACEMENT PILES; CAPACITY; SAND; TIME;
D O I
10.1680/ijpmg.13.00017
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Although field evidence of increases in pile shaft friction over time (i.e. set-up) in sand is compelling, the observations are highly scattered and the mechanisms leading to the increases are poorly understood. Several attempts have been made to model the phenomenon using small-scale physical models in a controlled environment, but the investigations were hampered by numerous restrictions. This paper describes an improved small-scale model pile experiment designed to investigate the ageing effects of pile shaft friction in sand. Details of the experimental set-up adopted and procedures employed are presented. Results show that the phenomenon of pile set-up is successfully modelled and that load-displacement characteristics are in keeping with those observed in centrifuge tests. Although the ageing effects observed in this laboratory-scale physical model may not be directly applicable to field scale piles, comparative studies involving various influential parameters provide qualitative indications of the relative influence of a variety of parameters on the phenomenon.
引用
收藏
页码:21 / 30
页数:10
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