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高桩码头的结构加固改造与岸坡稳定性研究

汪宏 田力 刘湘 王彬

港工技术Issue(1):33-36,4.
港工技术Issue(1):33-36,4.DOI:10.16403/j.cnki.ggjs20150109

高桩码头的结构加固改造与岸坡稳定性研究

Research on High-pile Wharf Reinforcement and Bank Stability

汪宏 1田力 2刘湘 1王彬1

作者信息

  • 1. 江苏科技大学船舶与海洋工程学院,江苏 镇江 212003
  • 2. 中交第一航务工程勘察设计有限公司,天津 300222
  • 折叠

摘要

Abstract

The development of port trade increases the probability of large ship berthing in the port. Many old wharfs are out of repair and have serious hidden trouble. Therefore, they need to be reinforced and reconstructed so as to exert their potential and ensure the safe operation. Based on a high-pile wharf in Zhenjiang, the finite element model of structure and bank slope was built in order to analyze the deformation rule before and after the reconstruction as well as the bank stability after the reconstruction. The research results will provide references for the structural design and bank stability calculation of high-pile wharf.

关键词

高桩码头/改造/有限元/结构变形/岸坡稳定性

Key words

high-pile wharf/reconstruction/finite element/structural deformation/bank stability

分类

交通工程

引用本文复制引用

汪宏,田力,刘湘,王彬..高桩码头的结构加固改造与岸坡稳定性研究[J].港工技术,2015,(1):33-36,4.

港工技术

1004-9592

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