| 斜堤护面块体在斜向波作用下的稳定性 |
| |
| 引用本文： | 俞聿修,朱传华,柳淑学. 斜堤护面块体在斜向波作用下的稳定性[J]. 海岸工程, 2001, 20(4): 1-6 |
| |
| 作者姓名： | 俞聿修 朱传华 柳淑学 |
| |
| 作者单位： | 大连理工大学,海岸与近海工程国家重点实验室,辽宁,大连,116024 |
| |
| 摘 要： | 通过三维模型试验 ,研究了在斜向波作用下 ,扭工字块体、钩连块体、四脚空心方块和抛填块石等 4种块体在斜向波浪作用下的稳定性 ,给出了实用计算方法。
|
| 关 键 词： | 斜坡堤 护面块体 斜向波 块体稳定性 |
| 文章编号： | 1002-3682(2001)04-0001-06 |
| 修稿时间： | 2001-10-15 |
STABILITY OF ARMOUR UNITS ON A SLOPING FACED BREAKWATER UNDER THE ACTIONS OF OBLIQUE WAVES |
| |
| YU Yu-xiu,ZHU Chuan-hua,LIU Shu-xue. STABILITY OF ARMOUR UNITS ON A SLOPING FACED BREAKWATER UNDER THE ACTIONS OF OBLIQUE WAVES[J]. Coastal Engineering, 2001, 20(4): 1-6 |
| |
| Authors: | YU Yu-xiu ZHU Chuan-hua LIU Shu-xue |
| |
| Abstract: | A 3 D model test was performed to study the stability of 4 types of armour units, including dolos, accropod, hollow square and rubble stone under the actions of oblique waves, and a practical computational method is proposed in this paper. |
| |
| Keywords: | sloping faced breakwater armour unit oblique wave block stability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
