De-icing Salt Scaling Resistance of Mechanically Loaded Engineered Cementitious Composites
By M. Şahmaran, Victor C. Li. 2007
151 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Pollution
View Paper: https://www.semanticscholar.org/paper/77233e086ad92e6523d4693e58324d451ee7d113
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In Civil and Structural Engineering
- M. Şahmaran
- M. Lachemi
- Victor C. Li
- Khandaker M. A. Hossain
- N. De Belie
- K. Van Tittelboom
- R. Ranade
- Zhigang Zhang
In Pollution
Citations in the corpus
- Durability properties of micro-cracked ECC containing high volumes fly ash (2009, background): “Increasing the amount of FA (up to 85% replacement by weight of cement content) in high volume FA (HVFA) ECC tends to improve robustness of tensile ductility while retaining a long-term tensile strain of approximately 3% [4,13,14].”
- Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking (2009, background): “Moreover, the lower magnitude of crackwidth is expected to promote self-healing behavior, and thus the transport properties in cracked composites [30–37].”