| 坝基防渗帷幕灌浆室内试验分析 |
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| 引用本文： | 黄小宁,杨锋.坝基防渗帷幕灌浆室内试验分析[J].水利与建筑工程学报,2004,2(4):38-40,55. |
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| 作者姓名： | 黄小宁 杨锋 |
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| 作者单位： | 塔里木河流域管理局,新疆,844000;中国水利水电科学研究院,北京,100044 |
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| 摘 要： | 新疆下坂地水利枢纽工程的坝基为深厚覆盖层,目前对深厚覆盖层的灌浆效果评价比较有限。为充分说明该工程中帷幕灌浆的可行性,笔者通过对帷幕灌浆的室内模拟试验,进一步分析了下坂地水库坝基深厚覆盖层现场垂直防渗试验所取得的帷幕灌浆成果。
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| 关 键 词： | 深厚覆盖层 帷幕灌浆 室内模拟试验 |
| 文章编号： | 1672-1144(2004)04-0038-03 |
Experiment Analysis of Curtain Grouting for Seepage Control of Dam Foundation in Laboratory Test |
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| HUANG Xiao-ning,YANG Feng.Experiment Analysis of Curtain Grouting for Seepage Control of Dam Foundation in Laboratory Test[J].Journal of Water Resources Architectural Engineering,2004,2(4):38-40,55. |
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| Authors: | HUANG Xiao-ning YANG Feng |
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| Affiliation: | HUANG Xiao-ning~1,YANG Feng~2 |
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| Abstract: | The base of Xiabandi Hydro-junction in xinjiang is the deep-thick overbunden, and the evaluation of grouting effect is finite at present. In order to sufficiently illustrate the feasibility of the curtain grouting in the project, we analyzes the curtain grouting data from the in-situ vertical seepage control test for deep-thick overbunden in Xiabandi Dam by using laboratory simulating test. |
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| Keywords: | deep-thick overburden curtain grouting laboratory simulating test |
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