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1)  sloped embankment construction
斜坡堤施工
2)  rubble mound breakwater
斜坡堤
1.
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.
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。
3)  sloping breakwater
斜坡堤
1.
Stability calculation of rubble mound toe berm in the front of the sloping breakwater;
斜坡堤天然块石护脚的稳定性计算
2.
Physical section model tests were made to collect massive data of horizontal wave pressure and bottom uplift pressure on the parapet on the top of sloping breakwater under different platform width B and working conditions, and the variation law of wave pressure on parapet with platform width B was obtained by analyzing and summarizing these data.
通过断面物理模型试验 ,获得了斜坡堤堤顶胸墙在肩宽 B不同工况组合下 ,承受水平波浪力、底部浮托力的大量数据。
4)  sloping seawall
斜坡堤
1.
Experimental study on single wave overtopping of sloping seawall under oblique and multidirectional irregular waves;
斜向和多向不规则波在斜坡堤上的单波越浪量的实验研究
2.
Experimental study on mean overtopping discharge of sloping seawall under oblique and multidirectional irregular waves;
斜向和多向不规则波在斜坡堤上的平均越浪量的试验研究
3.
The Study of Overtopping on Sloping Seawall under Oblique and Multidirectional Irregular Waves;
斜向和多向不规则波在斜坡堤上越浪量的研究
5)  mound breakwater
斜坡堤
1.
Hollow-block mound breakwaters on soft soil foundation;
软基上的空心方块斜坡堤
2.
Application of new type hollow-block mound breakwater in the Yangtze Estuary deepwater channel regulation project
新型空心方块斜坡堤结构在长江口深水航道治理工程中的应用
6)  sloping dike
斜坡堤
1.
Application of sand-bagged sloping dike structural design in ultra-deep silt foundation engineering
袋装砂斜坡堤结构设计在超深淤泥软基工程中的应用
2.
The bagged sand core sloping dike structure and its design method in the Yangtze Estuary Deepwater Channel Regulation Projec
介绍长江口航道治理工程中袋装砂堤心斜坡堤结构及设计方法。
3.
The feasibility of the engineering measure for decreasing the voidage of hollow-block sloping dike by filling stones,which is able to enhance the functions of water diversion and debris barring,is verified by experimental research.
采用填充块石的工程措施来减小空心方块斜坡堤空隙率的设计方法。
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