| 高桩承台桩基计算 |
| |
| 引用本文： | 陈丽琴,张日向,潘澍.高桩承台桩基计算[J].中国水运,2006,6(5):206-208. |
| |
| 作者姓名： | 陈丽琴 张日向 潘澍 |
| |
| 作者单位： | 大连理工大学土木水利学院港海教研室(陈丽琴)，大连理工大学土木水利学院(张日向) |
| |
| 摘 要： | 根据现行规范及桩基计算理论,编写了计算程序,通过算例分析比较,程序计算结果比较精确,可以使用程序方便地计算高桩承台桩基的位移以及内力,从而为工程设计提供依据。
|
| 关 键 词： | 高桩承台 桩基 位移 内力 |
| 文章编号： | 1006-7973(2006)05-0206-03 |
| 修稿时间： | 2006年5月18日 |
pile foundation computing of high-level platform supported on pile |
| |
| Chen liqin,Zhang Rixiang,Pan Shu.pile foundation computing of high-level platform supported on pile[J].China Water Transport,2006,6(5):206-208. |
| |
| Authors: | Chen liqin Zhang Rixiang Pan Shu |
| |
| Institution: | Chen liqin Zhang Rixiang Pan Shu |
| |
| Abstract: | In accordance with applicable codes and standards and pile foundation computing theory,the computer program was compiled,Through analysis and comparison of examples,It is known that result of program is accurate,lt is convenient to calculate the displacement and inner force of high-level platform supported on pile by the program,in order to supply basis for engineering design. |
| |
| Keywords: | high-level platform supported on pile pile foundation displacement inner force |
| 本文献已被 CNKI 等数据库收录！ |
