Concrete strength is the core indicator for measuring structural quality, and its development is closely related to curing conditions.
Standard curing and same condition curing are two commonly used methods in engineering, and the difference in strength of the obtained specimens directly affects the judgment of the actual bearing capacity of the structure.
Clarifying the patterns of these differences is not only the key to resolving disputes in strength assessment in engineering, but also provides direction for optimizing maintenance processes.
Previous studies have highlighted the impact of maintenance environment on strength.
Next, we will delve into the underlying mechanisms of strength changes under two maintenance methods and reveal the specific patterns of differences.
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