| 近岸海床边坡的稳定性及其分析方法探讨 |
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| 引用本文： | 张伟,陈正汉.近岸海床边坡的稳定性及其分析方法探讨[J].四川建筑科学研究,2005,31(5):80-83,102. |
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| 作者姓名： | 张伟 陈正汉 |
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| 作者单位： | [1]后勤工程学院研究生一队,重庆400016 [2]后勤工程学院军事建筑工程系,重庆400041 |
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| 摘 要： | 近岸海床边坡的稳定性关系到岸边工程的安危。以厦门几个典型海床边坡为例，运用多种方法对其稳定性进行分析。分析结果表明，应根据海床边坡的各自特点，采用合适的分析方法，才能对边坡的稳定性作出科学合理的评价。
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| 关 键 词： | 岩土力学 海床 边坡 稳定性 |
| 文章编号： | 1008-1933（2005）05-0080-04 |
| 收稿时间： | 2004-10-21 |
| 修稿时间： | 2004-10-21 |
Stability and analytic methods of seabed slope by the shore |
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| ZHANG Wei, CHENG Zheng-han.Stability and analytic methods of seabed slope by the shore[J].Building Science Research of Sichuan,2005,31(5):80-83,102. |
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| Authors: | ZHANG Wei CHENG Zheng-han |
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| Affiliation: | Logistical Engineering university, Chongqing 400041, China |
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| Abstract: | The stability of seabed slopes effects the safety of the engineering by the shore. In tins paper the stability of several typical seabed slopes in Xiamen had been analyzed using a series of analytic methods. The conclusions show that scientific and rational evaluation on the stability of the slope can be made by applying appropriate methods according to its charcatertiscs. |
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| Keywords: | soil mechanics seabed slope stability |
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