摘要
通过对国内外大量软基上海堤工程实例的调研,总结了当前海堤主要的几种结构断面型式,分析了其破坏的主要原因以及存在的问题。根据当前的研究现状,基于新的设计理念和计算方法,提出了优化结构断面型式的设计理念。
According to the amount of investigation of coastal levee on soft soil foundation, some construction patterns have been described. The main reasons to cause failure and the problems concerned are analyzed. Based on the present studies on coastal levee, combined with the new design idea and computing technology, the optimizing design idea of the structure pattern is proposed.
出处
《土工基础》
2005年第5期52-54,共3页
Soil Engineering and Foundation
基金
广东省自然科学基金项目资助(021145)
广东省科技计划项目(2004B32801003)
广东省水利厅科技计划项目(2003-13)
关键词
海堤
软基
断面型式
优化
coastal levee, soft soil, cross section pattern, optimizing
