Long-Term Mechanical Properties and Durability Characteristics of High-Strength/High-Performance Concrete Incorporating Supplementary Cementing Materials under Outdoor Exposure Conditions
By V. Malhotra, Min-Hong Zhang, P. Read, J. Ryell. 2000
139 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/af845e99cdd47e1dc592cf1ec47ab5a205b2e284
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In Civil and Structural Engineering
Citations in the corpus
- Laboratory investigation of portland cement concrete containing recycled asphalt pavements (2005, unknown): “) [1–5].”
- Evaluation of Sustainable High-Volume Fly Ash Concretes | NIST (2011, unknown): “sustainability.”
- Properties of fly ash concrete modified with hydrated lime and silica fume (2009, background): “However, the pozzolanic reaction of fly ash being a slow process, its contribution towards the strengthdevelopment occurs only at later ages and, hence, the early strength of fly ash concrete is significantly reduced [13,14].”
- Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume (2013, background): “At early stages of aging, the strength of concrete containing a high volume of fly ash as a partial cement replacement is much lower than that of control concrete, due to the slow process of the pozzolanic reaction of fly ash, and its contribution towards the strength development occurs only at late”
- Properties of high-volume fly ash concrete incorporating nano-SiO2 (2004, background): “However, as pozzolanic reaction is a slow process that its contribution to strength occurs only at later ages, the early strength of concrete will be significantly reduced if a large amount of fly ash is used [3,4].”