| 注册
首页|期刊导航|桂林理工大学学报|动刚度在基桩检测中的运用

动刚度在基桩检测中的运用

胡新发 柳建新

桂林理工大学学报2011,Vol.31Issue(4):564-569,6.
桂林理工大学学报2011,Vol.31Issue(4):564-569,6.

动刚度在基桩检测中的运用

Dynamic Stiffness Application in Foundation Piles Testing

胡新发 1柳建新2

作者信息

  • 1. 中南大学地球科学与信息物理工程学院,长沙410083
  • 2. 永州市建设工程质量安全监督站,湖南永州425006
  • 折叠

摘要

Abstract

By means of comparing the reflected curve and the dynamic stiffness with those of perfect piles under the same conditions, abnormalities of the reflected wave curve or of obvious low dynamic stiffness would be found from the concrete defect in the lower pile, from the bottom sediment thickness or the characters of pile bearing stratum. Through investigating the changes of the reflected curve and the dynamic stiffness before and after reinforcement and comparing the reflected curve and the dynamic stiffness after reinforcement with those of perfect piles under the same conditions, the reinforcement effect can be inspected.

关键词

基桩检测/动刚度/持力层性质/缺陷/加固效果

Key words

testing of piles/ dynamic stiffness/ property of bearing, stratum/ defects/ reinforcement effect

分类

建筑与水利

引用本文复制引用

胡新发,柳建新..动刚度在基桩检测中的运用[J].桂林理工大学学报,2011,31(4):564-569,6.

基金项目

国家自然科学基金项目(60672042) (60672042)

湖南省高校科技创新团队项目(2008-244) (2008-244)

桂林理工大学学报

OA北大核心CSTPCD

1674-9057

访问量0
|
下载量0
段落导航相关论文