本文阐述了高性能混凝土体积稳定性的各种类型及其各自影响因素,介绍了目前国内外在这方面的研究进展和方法.在此基础上提出了应从综合的角度把混凝土的所有体积变形合成为一种"合变形",并在接近实际使用条件范围内建立模型,以此更好地解决混凝土的耐久性问题.
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