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摘要:
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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。
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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
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基金项目:
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作者简介:
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参考文献:
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[1] 长江口深水航道治理工程(一期)南、北导堤超前护底段设计断面完善工程断面模型试验[R].河海大学海岸及海洋工程研究所,2000,12.
[2] 中华人民共和国交通部.港口工程技术规范(1987)[s].北京:人民交通出版社.1988
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