摘要
在防波堤设计中允许出现一定的滑移量 ,是防波堤设计的一个新的发展趋向。本文建立了破碎冲击作用下防波堤的振动——滑移运动分析模型 ,提出了防波堤滑移设计的一种方法 。
It is a new tendency to allow a breakwater to slide a proper distance in designs. In this paper, a vibrating sliding motion model of breakwater under the breaking wave impact is presented and an approach to sliding distance calculation of a breakwater is given. The effect of sliding motion on the stability of a breakwater is also discussed.
出处
《中国港湾建设》
2000年第6期31-33,60,共4页
China Harbour Engineering
