| 浅谈塑性混凝土配合比的设计 |
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| 引用本文： | 夏思远,陈小良,宁健.浅谈塑性混凝土配合比的设计[J].江西水利科技,2005,31(3):171-173,179. |
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| 作者姓名： | 夏思远 陈小良 宁健 |
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| 作者单位： | 江西省水利科学研究院,江西,南昌,330029;江西省新建县经济贸易委员会,江西,新建,330100;江西省水利建设总公司,江西,南昌,330006 |
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| 摘 要： | 塑性混凝土作为一种新型防渗材料,有其自身的优点和不足.通过试验确定了满足要求的塑性混凝土配合比.
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| 关 键 词： | 塑性混凝土 防渗墙 配合比设计 |
| 文章编号： | 1004-4701（2005）03-0171-03 |
| 收稿时间： | 2005-01-26 |
| 修稿时间： | 2005-01-26 |
ABOUT THE DESIGN OF MIX PROPORTION OF PLASTIC CONCRETE |
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| XIA Shi-yuan,CHEN Xiao-liang,Ning Jian.ABOUT THE DESIGN OF MIX PROPORTION OF PLASTIC CONCRETE[J].Jiangxi Hydraulic Science & Technology,2005,31(3):171-173,179. |
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| Authors: | XIA Shi-yuan CHEN Xiao-liang Ning Jian |
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| Affiliation: | 1. Jiangxi Provincial Institute of Water Science, Nanchang 330029, China; 2.Jianxi Provincial Xinjian County Economic and Trade Commission, Nanchang 330100, China; 3. Jiangxi Provincial Hydraulic and Hydropower Construction General Company, Nanchang 330006, China |
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| Abstract: | The plastic concrete which have its merits and shortcoming is a kind of new material. By experiment, we can determine the mix proportion of plastic concrete which can satisfy the demand. |
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| Keywords: | Plastic concrete Cutoff Design of mix proportion |
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