| 软土地基上斜坡式防波堤断面稳定性的物理模型试验研究 |
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| 引用本文： | 李绍武,储小欢.软土地基上斜坡式防波堤断面稳定性的物理模型试验研究[J].港工技术,2011(5):9-11. |
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| 作者姓名： | 李绍武 储小欢 |
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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： | 坐落于软土地基上的斜坡式防波堤结构会产生较大的地基沉降,通过物理模型试验研究在软土地基上地基沉降量较大的情况下,斜坡式防波堤堤身和护面块体的稳定性.试验结果表明,较大的地基沉降量对斜坡堤堤身和护面块体稳定的影响有限.
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| 关 键 词： | 地基沉降 斜坡式防波堤 稳定性 物理模型试验 |
Physical Model Test on Sectional Stability of Rubble Mound Breakwater above Soft Soil Foundation |
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| Li Shaowu,Chu Xiaohuan.Physical Model Test on Sectional Stability of Rubble Mound Breakwater above Soft Soil Foundation[J].Port Engineering Technology,2011(5):9-11. |
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| Authors: | Li Shaowu Chu Xiaohuan |
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| Institution: | (School of Civil Engineering,Tianjin University,Tianjin 300072,China) |
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| Abstract: | Rubble mound breakwater above soft soil foundation usually causes large foundation settlement.Physical model test is used to study the stability of rubble mound breakwater and its armor blocks under large soft soil foundation settlement.The test result shows that large settlement has a little effect on the stability of rubble mound breakwater and its armor blocks. |
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| Keywords: | foundation settlement rubble mound breakwater stability physical model test |
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