The slice-weighing method was used to investigate the unsaturated water transport of different cement pastes. The experimental results show that a sharp wetting front existed during water transport, the transport can be described by a non-linear diffusion equation, and transport coefficient of different materials exhibit various rules with water content of materials. The addition of fly-ash decreases transport coefficient of cement pastes in all the various water contents, even changes the transport mechanism.
参考文献
[1] | Wu ZW;Lian HZ.High Performance Concrete[M].北京:中国铁道出版社,1999 |
[2] | 覃维祖.混凝土结构耐久性的整体论[J].建筑技术,2003(01):19-22. |
[3] | M Schupack.How to Make Today's Concrete durable for Tomorrow[M].The Institute of Civil Engineering,London,1985 |
[4] | Zhao Tiejun.Concrete Permeability[M].北京:科学出版社,2006 |
[5] | Dunagan W H.Methods for Measuring the Passage of Water through Concrete[A].,1939:866-880. |
[6] | J A Da .Cunha Neto Bellini.Moisture Transport at Present of a Temperature Gradient:Experimental Characterization of Cement Concrete[D].University of Joseph Fourier-GrenobleⅠ,1992. |
[7] | L Pel .Moisture Transport in Porous Building Materials[D].Eindhoven University of Technology,Netherlands,1995. |
上一张
下一张
上一张
下一张
计量
- 下载量()
- 访问量()
文章评分
- 您的评分:
-
10%
-
20%
-
30%
-
40%
-
50%