直接在软基上建造斜坡堤，常有发生整体失稳的危险。
To build rubble mound breakwaters directly on soft soil foundation, it often meets the problem how to avoid the overall unstability.
本文是制定“海港水文”规范中斜坡堤一章的主要依据之一。
This paper presents one of the main basis for establishing the chapter about rubble-mound breakwater of the Standard of the Hydtology of Sea-port.
介绍长江口深水航道治理一期工程北导堤袋装砂堤心斜坡堤的设计与施工。
The design and construction of the sloping- faced north leading dike with bagged- sand core for the 1st phase of the Yangtze Estuary deepwater channel regulation project are introduced.
主要为水堤，斜坡六角网格宾网垫和其他抗侵蚀结构海曼，灵活的，适应性优势的基础。
The main water embankment, slope Angle of six mesh gabion mesh pad and other anti erosion structure of Hayman, flexible, adaptive advantage foundation.
以斜坡上梯形潜堤为研究对象，在波浪水槽实验的基础上，分析斜坡上潜堤对规则波和椭圆余弦波传播变形的影响。
Flume experiments are carried out to observe and analyze the characteristics of wave propagation over submerged breakwater on the slope.
以斜坡上梯形潜堤为研究对象，在波浪水槽实验的基础上，分析斜坡上潜堤对规则波和椭圆余弦波传播变形的影响。
Flume experiments are carried out to observe and analyze the characteristics of wave propagation over submerged breakwater on the slope.
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