Settlement Analysis of Single Large-diameter and Super-long Bored Piles in Cohesive Soils

被引：1

作者：

Zhang, Ruikun ^{[1
]}

Shi, Minglei ^{[1
]}

Wang, Jin ^{[1
]}

机构：

[1] Southeast Univ, Inst Geotech Engn, Nanjing 210096, Jiangsu, Peoples R China

来源：

ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4 | 2012年 / 594-597卷

关键词：

large-diameter and super-long bored pile; load transmission; single pile settlement; finite element method; shear displacement method;

D O I：

10.4028/www.scientific.net/AMR.594-597.320

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

The behavior of single axially loaded large-diameter and super-long bored piles have large difference to single small diameter short piles. The article analyzes the load transfer characteristic of single axially loaded large-diameter and super-long bored piles in deep soft clay in the Yangtze River Delta region. And the hybrid method of finite element analysis of rod structure coupling with the shear displacement method for single pile was utilized to simulating and predicting the single pile performance. It is verified that the settlement calculation hybrid method in this paper is reliable.

引用

页码：320 / +

页数：2

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