| 碾压混凝土(RCC)在不同水力梯度下渗透和溶蚀特性研究 |
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| 引用本文： | 阮燕,方坤河,曾力,吴定燕. 碾压混凝土(RCC)在不同水力梯度下渗透和溶蚀特性研究[J]. 武汉大学学报(工学版), 2001, 34(3): 37-41,54 |
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| 作者姓名： | 阮燕 方坤河 曾力 吴定燕 |
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| 作者单位： | 武汉大学水利水电学院, |
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| 基金项目： | 国家“九五”攻关资助项目(96-220-01-03-03). |
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| 摘 要： | 通过试验获得了碾压混凝土在不同水力梯度下的渗透特性及溶蚀特性 ,结合孔结构测试结果 ,研究了影响碾压混凝土渗透溶蚀特性的因素 ,为解决碾压混凝土在高水力梯度下是否会造成渗透溶蚀破坏提供依据 .
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| 关 键 词： | 碾压混凝土 渗透 溶蚀 水力梯度 |
| 文章编号： | 1006-155(2001)03-037-05 |
Study on permeability and leakage dissolution of RCC in different hydraulic slope |
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| RUAN Yan,FANG Kun_he,ZENG Li,WU Ding_yan. Study on permeability and leakage dissolution of RCC in different hydraulic slope[J]. Engineering Journal of Wuhan University, 2001, 34(3): 37-41,54 |
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| Authors: | RUAN Yan FANG Kun_he ZENG Li WU Ding_yan |
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| Abstract: | The permeability and leakage dissolution properties of roller compacted concrete(RCC) in different hydraulic slope are obtained by tests. Combining with the test results of pore structure, factors affecting permeability and leakage dissolution of RCC are researched. The research may be expected to evaluate the durability of RCC under permeation and leakage dissolution in high hydraulic slope. |
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| Keywords: | roller compacted concrete(RCC) permeability leakage dissolution hydraulic slope |
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