| 混凝土重力坝水平位移的数学模型及其变化规律 |
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| 引用本文： | 孙学智,黎军锋. 混凝土重力坝水平位移的数学模型及其变化规律[J]. 红水河, 2001, 20(4): 33-36 |
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| 作者姓名： | 孙学智 黎军锋 |
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| 作者单位： | 河海大学水利水电工程学院,江苏,南京,210098 |
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| 摘 要： | 结合黄坛口重力坝坝顶水平位移原型观测资料，对影响混凝土重力坝坝顶水平位移的主要因素作了分析，建立了水平位移的数学统计模型，为掌握大坝变形规律、评价大坝运行性态提供依据。
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| 关 键 词： | 混凝土重力坝 水平位移 统计模型 |
| 文章编号： | 1001-408X(2001)04-0033-04 |
| 修稿时间： | 2001-05-08 |
Mathematic Model and Its Variation Rules for Horizontal Displacement of Concrete Gravity Dam |
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| SUN Xue_zhi,LI Jun_feng. Mathematic Model and Its Variation Rules for Horizontal Displacement of Concrete Gravity Dam[J]. Hongshui River, 2001, 20(4): 33-36 |
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| Authors: | SUN Xue_zhi LI Jun_feng |
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| Abstract: | Based on the horizontal displacement observation data of Huangtankou concrete gravity dam, influence factors on horizontal displacement are analyzed and a mathematical statistic model is established to understand the deformation characteristics of the dam and to evaluate its actual operating properties. |
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| Keywords: | concrete gravity dam horizontal displacement statistic model |
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