摘要
总结一期工程北导堤采用的钩连块体护面、模袋砼压顶斜坡堤结构的优缺点 ;根据工程实践 ,从模型试验、设计、施工等方面分析了部分块体失稳的原因 ,提出了改进设计的意见。
This paper summarize relative merits of the sloping bank structure using acropode for surface protection and sacking concrete for capping in northern bank of first phase engineering Basing on engineering practice, the author analyze the reasons for which some acropode losing its stability in aspect of model experiment, design and construction etc This paper also put forward some advice for improving surface protection structure design
出处
《中国港湾建设》
北大核心
2001年第5期4-8,共5页
China Harbour Engineering
