从混凝土临界强度的角度出发，结合成熟度在混凝土冬期施工的应用，提出了建议和说明。
From the viewpoint of concrete critical strength, it proposed some suggestion to the concrete construction in winter considering the maturity of concrete.
混凝土约束改变了有效应力-应变关系：造成强度和临界应变的增加。
Confinement of concrete results in a modification of the effective stress-strain relationship: higher strength and higher critical strains are achieved.
本文简要介绍了用临界成熟度控制冬季施工混凝土强度增长的估算方法。
This paper briefly introduces the calculating method for controlling strength increase of concrete in winter construction with critical maturation degree.
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