| 临海市防洪堤稳定分析 |
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| 引用本文： | 周健,余嘉澍,龚晓南.临海市防洪堤稳定分析[J].浙江水利水电专科学校学报,2001,13(3):4-6,37. |
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| 作者姓名： | 周健 余嘉澍 龚晓南 |
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| 作者单位： | 1. 浙江大学岩土工程研究所浙江杭州 310027
2. 浙江省水利水电勘测设计院浙江杭州 310002 |
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| 摘 要： | 防洪堤稳定分析中土体抗剪强度指标的选取对分析结果有很大的影响，通过采用简化毕肖普法分别进行三轴试验，室内浸泡试验及考虑波浪（潮汐）循环荷载作用得到的抗剪强度指标，对临海城市防江北防洪堤土提段进行了稳定性分析，经对比分析计算结果，得到了一些有益的结论。
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| 关 键 词： | 稳定分析 浸泡 波浪作用 强度变化 防洪堤 临海市 |
| 文章编号： | 1008-536(2001)03-0004-03 |
Stability Study of Flood-control Embankment |
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| ZHOU Jian ,YU Jia shu ,GONG Xiao nan.Stability Study of Flood-control Embankment[J].Journal of Zhejiang Water Conservancy and Hydropower College,2001,13(3):4-6,37. |
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| Authors: | ZHOU Jian YU Jia shu GONG Xiao nan |
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| Affiliation: | ZHOU Jian 1,YU Jia shu 2,GONG Xiao nan 2 |
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| Abstract: | Strengths of soils are very important and have great effects on flood control embankment stability analysis.In this paper,soil strengths obtained from different tests,such as triaxial tests,soaking tests,and considering cyclic strength loss are used in stability calulating of claybank in the north part of Lingjiang River.Through comparison some benefit conclusions can be drawn. |
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| Keywords: | stability analysis soaking wave load strength loss |
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