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深水软基条件下防波堤结构方案研究

Yang Kai Sun Han Wang Jiajia

港口航道与近海工程2025,Vol.62Issue(6):48-54,7.
港口航道与近海工程2025,Vol.62Issue(6):48-54,7.DOI:10.16403/j.cnki.ggjs20250610

深水软基条件下防波堤结构方案研究

Study on Structure Plans of Breakwater Built on Deep Water Soft Base

Yang Kai 1Sun Han 2Wang Jiajia1

作者信息

  • 1. Construction Management Center Branch of Yantai Port Group Co.,Ltd.,Yantai Shandong 264000,China
  • 2. CCCC(Tianjin)Eco-Environmental Protection Design&Research Institute Co.,Ltd.,Tianjin 300220,China
  • 折叠

摘要

Abstract

In response to strong demand and long mining period of stone materials used for the sloping breakwaters under the conditions of deep water soft base,a deep-water breakwater project was selected to discuss various design plans covering two mixed caisson structures,one vertical caisson structure and four embedded cylinder structures.The above research led to a new type of breakwater that is different from the riprap sloping breakwater.The new structure had the advantages of structure safety,durability,construction feasibility,reasonable cost and shorter construction period,in addition,it required less stone material.In the case,its application brought better technical and economic effects.

关键词

深水/软基/新型防波堤结构/沉箱直立堤结构/沉箱混合堤结构/插入式圆筒结构

Key words

deep water/soft base/new-type breakwater structure/mixed caisson structure/vertical caisson structure/embedded cylinder structure

分类

交通工程

引用本文复制引用

Yang Kai,Sun Han,Wang Jiajia..深水软基条件下防波堤结构方案研究[J].港口航道与近海工程,2025,62(6):48-54,7.

港口航道与近海工程

1004-9592

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