Behaviour of model piles subjected to cyclic axial loading

被引:19
|
作者
Le Kouby, A [1 ]
Canou, J [1 ]
Dupla, JC [1 ]
机构
[1] CERMES, Soil Mech Res Lab, Paris, France
关键词
D O I
10.1201/9781439833452.ch20
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
We present in this paper the results of cyclic loading tests carried out on instrumented model piles in a calibration chamber. Both load-controlled tests, allowing to study the accumulation of displacements during the cycles and the stability of the inclusion (cyclic stability diagram), and displacement-controlled test, allowing to study the evolution of tip resistance and friction characteristics during the cycles, have been carried out. In particular, it is shown that cyclic loading has a very negative influence on loading capacity of the inclusion, in terms of tip resistance and friction in the case of jacked and buried piles.
引用
收藏
页码:159 / 166
页数:8
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