| 注册
首页|期刊导航|江西建材|惠安县某场地植入法成PHC管桩承载力分析

惠安县某场地植入法成PHC管桩承载力分析

刘清泉

江西建材Issue(3):136-138,3.
江西建材Issue(3):136-138,3.

惠安县某场地植入法成PHC管桩承载力分析

Analysis on Bearing Capacity of Implanted PHC Pipe in a Site in Hui'an County

刘清泉1

作者信息

  • 1. 福建省建研工程检测有限公司,福建 福州 350108||福建省绿色建筑技术重点实验室,福建 福州 350108
  • 折叠

摘要

Abstract

Using the working mechanism of reinforced composite pile,and based on a practical engineering,some static load tests were carried on pipe piles and pipe pile-soil-cement composite piles,and some low strain tests were carried on pipe pile in different ages of soil-cement composite pile.The bearing capacity of pipe-soil-cement composite pile was greatly improved,and can meet the bearing capacity requirements of the project with a shorter pile length,and can greatly reduce the project costs.The low-strain test results reveal the coupling between pipe pile and soil-cement is obvious and the bonding strength increases gradually with the increase of age.

关键词

地质情况/PHC管桩/植入法/静载试验/低应变法

Key words

Geological condition/PHC pipe pile/Implanting method/Static load experimentation/Low-strain method

分类

交通工程

引用本文复制引用

刘清泉..惠安县某场地植入法成PHC管桩承载力分析[J].江西建材,2025,(3):136-138,3.

江西建材

1006-2890

访问量0
|
下载量0
段落导航相关论文