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Effect of Saturation Degree on Concrete Deterioration due to Freeze-Thaw Action
Effect of Saturation Degree on Concrete Deterioration due to Freeze-Thaw Action
Effect of Saturation Degree on Concrete Deterioration due to Freeze-Thaw Action
Yang, W.C. (author) / Ge, Y. (author) / Zhang, B.S. (author) / Yuan, J. (author) / Wu, H.
International Symposium on Ecological Environment and Technology of Concrete ; 2011 ; Beijing, China
2011-01-01
7 pages
Includes bibliographical references and index
Conference paper
English
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Effect of Saturation Degree on Concrete Deterioration due to Freeze-Thaw Action
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