| 注册
首页|期刊导航|港口航道与近海工程|简析不同荷载作用下某码头桩基土层阻力变化规律

简析不同荷载作用下某码头桩基土层阻力变化规律

周宝江 寇磊

港口航道与近海工程2024,Vol.61Issue(2):35-39,50,6.
港口航道与近海工程2024,Vol.61Issue(2):35-39,50,6.DOI:10.16403/j.cnki.ggjs20240208

简析不同荷载作用下某码头桩基土层阻力变化规律

Brief Analysis of Change Rule of Soil Resistance of Wharf's Pile Foundation under Different Loads

周宝江 1寇磊1

作者信息

  • 1. 中交第一航务工程勘察设计院有限公司,天津 300222
  • 折叠

摘要

Abstract

The changes of lateral friction resistance of soil layers around pile and pile tip resistance are analyzed by carrying out load tests and pile's stress-strain tests on two driven piles with different diameters and lengths adopted in a wharf project based on local geological investigation data.The research results show the change rules of lateral friction resistance and pile tip resistance of the soil layers with various properties at different depths.

关键词

载荷试验/应力应变测试/侧摩阻力/端阻力

Key words

load test/stress-strain test/lateral friction resistance/tip resistance

分类

土木建筑

引用本文复制引用

周宝江,寇磊..简析不同荷载作用下某码头桩基土层阻力变化规律[J].港口航道与近海工程,2024,61(2):35-39,50,6.

港口航道与近海工程

1004-9592

访问量0
|
下载量0
段落导航相关论文