Three-dimensional numerical modelling of the behaviour of a pile subjected to cyclic lateral loading

被引：35
作者：
Bourgeois, E. [1 ]
Rakotonindriana, M. H. J. [1 ]
Le Kouby, A. [1 ]
Mestat, P. [1 ]
Serratrice, J. F. [2 ]
机构：
[1] Univ Paris Est, LCPC, MSRGI, F-75732 Paris 15, France
[2] LRPC Aix En Provence, Ctr Etud Tech Equipement Mediterranee, F-13593 Aix En Provence 3, France
来源：
COMPUTERS AND GEOTECHNICS | 2010年 / 37卷 / 7-8期
关键词：
Non-linear kinematic hardening; Lateral load; Pile; Finite element method; Centrifuge test; Validation; PLASTICITY;
D O I：
10.1016/j.compgeo.2010.08.008
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper presents a finite element simulation of the behaviour of a vertical pile subjected to a cyclic lateral loading. First, the choice of a suitable constitutive model is discussed. The analytical solution of the model equations for a monotonic triaxial compression is given, and the model is compared with monotonic and cyclic triaxial tests on dry Fontainebleau sand. Simulations of tests carried out on a model pile with the geotechnical centrifuge of the French Public Works Research Laboratory (LCPC) were then performed with the model parameters derived from the triaxial tests. Results are in good agreement with experiments. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码：999 / 1007
页数：9
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