A simple procedure to analyse piles under cyclic axial loading.

被引：1

作者：

Kirsch, Fabian ^{[1
]}

Richter, Thomas ^{[1
]}

机构：

[1] GuD Geotech & Dynam GmbH, D-10965 Berlin, Germany

来源：

BAUTECHNIK | 2011年 / 88卷 / 02期

关键词：

alternating load; cyclic degradation; cyclic loading; offshore foundations; piles;

D O I：

10.1002/bate.201110011

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A simple procedure to analyse piles under cyclic axial loading. The following paper introduces a newly developed design procedure to calculate the bearing capacity of cyclic axial loaded piles for both the ultimate limit state GZ 18 and the serviceability limit state GZ 2. The procedure incorporates the degradation of shaft friction due to compaction of the surrounding soil under cyclic shear as well as the resulting axial pile deformation due to cyclic compaction and accumulation of cyclic shear strain.

引用

页码：113 / 120

页数：8