| 注册
首页|期刊导航|水道港口|砂土地基重力式码头沉降研究

砂土地基重力式码头沉降研究

廖世强 莫宏武

水道港口2024,Vol.45Issue(2):251-255,307,6.
水道港口2024,Vol.45Issue(2):251-255,307,6.

砂土地基重力式码头沉降研究

Study on settlement of gravity wharf on sandy foundation

廖世强 1莫宏武1

作者信息

  • 1. 中交四航局第三工程有限公司,湛江 529005
  • 折叠

摘要

Abstract

In the calculation of quay foundation settlement,the correction coefficient should be confirmed by experience or determined by field tests.The expansion project of the Abidjan Port in Cote d'Ivoire is a caisson gravity quay constructed on the sedimentary foundation of a lagoon,where no experience coefficient was available.Settlement data from the beginning of construction until one and a half years after operation were collected.Through regression fitting of the settlement data,the correction coefficient calculated by the standard formula method was obtained.The research results can be referenced by similar projects in terms of both design and construction.

关键词

砂土地基/重力式码头/沉降研究

Key words

sandy foundation/gravity wharf/settlement study

分类

交通工程

引用本文复制引用

廖世强,莫宏武..砂土地基重力式码头沉降研究[J].水道港口,2024,45(2):251-255,307,6.

基金项目

国家重点研发计划项目(2016YFC0802204) (2016YFC0802204)

水道港口

OACSTPCD

1005-8443

访问量7
|
下载量0
段落导航相关论文