Research Article
Microstructural Features of Freezing and Thawing-Creep Damages for Concrete Mixed with Fly Ash
Figure 4
Pore characteristics of concrete mixed with fly ash after freezing-thawing cycles and creep.
| (a) Single-pore cluster |
| (b) Disconnected-pore cluster |
| (c) Connected pores |
| (d) Fly ash pores |