| 斜堤护面块体在斜向波作用下的稳定性 |
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| 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. |
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| 作者姓名： | 俞聿修 朱传华 柳淑学 |
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| 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 |
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| 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。
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| 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年10月15 |
STABILITY OF ARMOUR UNITS ON A SLOPING FACED BREAKWATER UNDER THE ACTIONS OF OBLIQUE WAVES |
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| 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. |
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| Authors: | YU Yu-xiu ZHU Chuan-hua LIU Shu-xue |
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| 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. |
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| Keywords: | sloping faced breakwater armour unit oblique wave block stability |
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