| 波浪作用下砂质海床最大液化深度 |
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| 引用本文： | 韩涛,张庆河,张金凤,秦崇仁.波浪作用下砂质海床最大液化深度[J].中国港湾建设,2006(2):27-28. |
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| 作者姓名： | 韩涛 张庆河 张金凤 秦崇仁 |
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| 作者单位： | 天津大学建筑工程学院,天津,300072 |
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| 摘 要： | 根据线性波浪作用下饱和海床内孔隙水压力分布的解析解和波浪作用下海床液化的判别准则,推导了均匀海床最大液化深度的计算公式,并根据该公式提出了防止海床液化措施的建议。
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| 关 键 词： | 波浪 饱和海床 最大液化深度 |
| 文章编号： | 1003-3688（2006）02-0027-02 |
| 收稿时间： | 2005-08-19 |
| 修稿时间： | 2006-02-08 |
Maximum Liquefaction Depth of Sandy Seabed under Waves |
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| HAN Tao,ZHANG Qing-he,ZHANG Jin-feng,QIN Chong-ren.Maximum Liquefaction Depth of Sandy Seabed under Waves[J].China Harbour Engineering,2006(2):27-28. |
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| Authors: | HAN Tao ZHANG Qing-he ZHANG Jin-feng QIN Chong-ren |
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| Institution: | School of Civil Engineering, Tianjin University, Tianjin 300072, China |
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| Abstract: | According to the analytic solution of pore water pressure in saturated seabed under the action of linear waves and the criterion of seabed liquefaction,an equation for calculating maximum liquefaction depth in homogeneous seabed due to waves is derived.Measures are proposed for protecting seabed from liquefaction. |
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| Keywords: | wave saturated seabed maximum liquefaction depth |
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