| 亭下水库大坝横缝变形规律分析 |
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| 引用本文： | 胡群革.亭下水库大坝横缝变形规律分析[J].浙江水利水电专科学校学报,2001,13(1):9-12. |
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| 作者姓名： | 胡群革 |
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| 作者单位： | 浙江水利水电专科学校水利工程系，浙江杭州 310016 |
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| 摘 要： | 评价重力坝横缝工作性态好坏主要取决于横缝的开合和相互错动变化规律及缝间防渗体的防渗性能，通过对亭下水库大坝横缝观测资料的定性、定量分析，提示其变形规律，并结合横缝检查井渗流量分析，表明防渗体防渗性能完好，进一步说明亭下水库大坝横缝工作性态正常。
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| 关 键 词： | 水库 大坝 横缝 变形 统计模型 渗流量 |
| 文章编号： | 1008-536X(2001)01-0009-04 |
Analysis of Deformation Law of Transverse Crack of Tingxia Dam |
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| HU Qun-ge.Analysis of Deformation Law of Transverse Crack of Tingxia Dam[J].Journal of Zhejiang Water Conservancy and Hydropower College,2001,13(1):9-12. |
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| Authors: | HU Qun-ge |
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| Abstract: | The qualitative and quantitative analysis of the deformational observation data and the inspection shaft seepage of transverse crack of Tingxia Dam are performed.The conclusion is drawn that the anti seepage behavior of impermeable material into transverse crack shows good and the service behavior of transverse crack is normal. |
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| Keywords: | reservoir dam transverse crack deformation statistic model seepage |
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