Research in Model Testing Pier-Foundation Hysteretic Property in Passenger Dedicated Line

被引：0

作者：

Ding, Mingbo ^{[1
]}

Chen, Xingchong ^{[1
]}

机构：

[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China

来源：

ADVANCES IN ENGINEERING DESIGN AND OPTIMIZATION, PTS 1 AND 2 | 2011年 / 37-38卷

关键词：

Model testing; Hysteretic property; Pier; Pile foundation;

D O I：

10.4028/www.scientific.net/AMM.37-38.949

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The hysteretic and skeleton curves of load-displacement relation in pier top were got through the model-testing method of pile-soil interaction. The test model of pier was analyzed through static method-pushover. The complexity of subsoil property and constitutive relation of subsoil under reversal cyclic loading was considered. The model characteristics of energy dissipated, hysteretic property, ductility, failure mechanism and plastic energy of the pier under the horizontal reversal cyclic loading were researched.

引用

页码：949 / 952

页数：4