期刊
JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION
卷 36, 期 1, 页码 58-69出版社
WUHAN UNIV TECHNOLOGY
DOI: 10.1007/s11595-021-2378-x
关键词
recycled aggregate concrete; freeze-thaw durability; aggregate composition; deterioration mechanism; improvement measures
资金
- National Key Research and Development Program of China [2018 YFD1101001]
The study identified that the freeze-thaw resistance of recycled aggregate concrete is influenced by the recycled aggregate compositions and admixtures, with saturation degree and air void structure being key factors in freeze-thaw damage. Various proposed mechanisms were used to interpret this damage, with potential measures to enhance freeze-thaw resistance also discussed.
The characteristics of surface appearances, mass loss, relative dynamic modulus of elasticity and strength loss of different recycled aggregate concretes(RAC) exposed to freeze-thaw cycles were analyzed. It was found that the freeze-thaw resistance of RAC could be determined by the recycled aggregate compositions and admixtures. Both the saturation degree and the air void structure were the key factors influencing the freeze-thaw damage on concrete. Some major proposed freeze-thaw deterioration mechanisms were utilized to interpret the freeze-thaw damage on recycled aggregate concrete. Meanwhile, some potential measures to enhance the freeze-thaw resistance of concrete were summarized and discussed.
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