Evaluation of sub-microstructure in concrete with low water-binder ratio by SEM-BSE image analysis
Chunxiang Qian , Mingfang Ba , Xingun Guo , Xiangyan Han
Journal of Wuhan University of Technology Materials Science Edition ›› 2010, Vol. 25 ›› Issue (4) : 682 -686.
Evaluation of sub-microstructure in concrete with low water-binder ratio by SEM-BSE image analysis
The coarse pore system, interfacial transition zone (ITZ) between aggregate and paste matrix and volume fraction of unhydrated cement in concrete (w/c=0.3) containing mineral admixtures were quantitatively characterized by the scanning electron microscope-backscattered electron (SEM-BSE) image analysis technique. The experimental results show that compound addition of slag and fly ash decreases the coarse porosity from 10.17% to 3.74% and the threshold diameter of coarse pore size from 345 μm to 105 μm compared with concrete (w/c=0.30) without mineral admixtures; Moreover with compound addition of fly ash and slag, the volume proportion of unhydrated cement in paste matrix is reduced by 30%, the maximum amount of coarse pores in the ITZ between aggregate and paste decreases from 13.11% to 5.57% and the thickness of ITZ is reduced by 37%, compared with concrete without mineral admixtures.
scanning electron microscope-backscattered electron imaging / sub-microstructure of concrete / mineral admixtures
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
Mehta PK, Manmohan D. Pore Size Distribution and Permeability of Hardened Cement Pastes[C]. In: Proc. 7th Int. Congress on Chemistry of Cements Conf., 1980 |
| [8] |
|
| [9] |
Ba M F, Qian C X, Gao GB. Influence of Absolute Basicity and Capillary Porosity on Carbonation of Concrete[J]. J. Wuhan University of Technology-Mater. Sci. Ed., (Accepted) |
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
Ba M F, Qian C X. Effects of Steam Curing on Strength and Porous Structure of Concrete with Low Water-binder Ratio[J]. Construction and Building Materials, (Revised manuscript to journal) |
| [15] |
|
/
| 〈 |
|
〉 |