Comparing the appearance characteristics of the sample in Figure 4, there is a significant difference in the product color between the surface of the uncracked expansion zone and the cracked interior. The outer surface is still cement slurry gray, while a large number of brown products are generated in the cracked interior. It can be concluded that the expansion cracking of mortar specimen is caused by the formation of brown corrosion products. The non cracking of the surface layer is also due to the non formation of brown corrosion products.
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