| 斜坡堤护面肩台宽度优化的试验研究 |
| |
| 引用本文： | 郭剑峰.斜坡堤护面肩台宽度优化的试验研究[J].中国港湾建设,2008(2):41-43. |
| |
| 作者姓名： | 郭剑峰 |
| |
| 作者单位： | 中海浙江宁波液化天然气有限公司,浙江,宁波,315010 |
| |
| 摘 要： | 在港口及海岸工程中,斜坡堤是一种传统的、广为采用的结构形式。文章通过模型试验,分析了波浪作用下不同肩台宽度对斜坡堤断面的稳定性、越浪量和胸墙受力情况的影响,对斜坡堤护面肩台宽度进行了调整,达到了优化的目的。
|
| 关 键 词： | 斜坡堤 护面肩台宽度优化 稳定性 越浪量 波浪力 |
| 文章编号： | 1003-3688(2008)02-0041-03 |
| 修稿时间： | 2007年12月20 |
Testing and Study on Optimization of Width of Berme to Armour Rubble Mound Breakwater |
| |
| GUO Jian-feng.Testing and Study on Optimization of Width of Berme to Armour Rubble Mound Breakwater[J].China Harbour Engineering,2008(2):41-43. |
| |
| Authors: | GUO Jian-feng |
| |
| Abstract: | Rubble mound breakwaters are a traditional and widely used type of structure in port and coastal construction works.The influence of different widths of bermes upon the stability,overtopping and stress on the parapet wall of a rubble mound breakwater under the action of waves was analyzed with model testing,on the basis of which the width of the berme to armour a rubble mound breakwater was modified,thus optimizing the width of the berme. |
| |
| Keywords: | rubble mound breakwater optimization of width of berme stability overtopping wave force |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
