Horizontal cyclic loading of piles installed in sand:: study of the pile head displacement and maximum bending moment

被引：15

作者：

Rosquoët, F ^{[1
]}

Garnier, J ^{[1
]}

Thorel, L ^{[1
]}

Canepa, Y ^{[1
]}

机构：

[1] Lab Cent Ponts & Chaussees Cellule Mecan & Struct, Nantes, France

来源：

CYCLIC BEHAVIOUR OF SOILS AND LIQUEFACTION PHENOMENA | 2004年

关键词：

D O I：

10.1201/9781439833452.ch45

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The behaviour of flexible pile in dense sand under horizontal cyclic loading has been investigated using centrifuged models. An experimental study to investigate the effect at service load of the number of cycles and of the amplitude of cycle on the relative head displacement and the maximum bending moment of the pile has been performed. An empirical law to evaluate the pile head displacements is proposed.

引用

页码：363 / 368

页数：6