Research Article
Effect of SiO2 Methyl Modification on the Performance of Nondispersible Underwater Concrete and Reinforcement Mechanism
Figure 10
SEM images of P-type reinforcement concrete specimens under in-air conservation, (a) P-1 of 1 k times, (b) P-1 of 5 k times, (c) P-1 of 10 k times, (d) P-2 of 1 k times, (e) P-2 of 5 k times, and (f) P-2 of 10 k times.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |