Efficiency of GGBS in concrete
By K. Babu, V. S. Kumar. 2000
266 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, General Materials Science, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/d1cf9f5d32b58d24779cdb19d6f39749314543d5
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In Civil and Structural Engineering
In General Materials Science
In Materials Chemistry
Citations in the corpus
- A study on durability properties of high-performance concretes incorporating high replacement levels of slag (2008, background): “Economical and environmental considerations had a crucial role in the supplementary cementing material usage as well as better engineering and performance properties [1, 2]. From the viewpoints of the development of highperformance concrete and the reuse of industrial waste products, the use of blas”
- Design of self-compacting concrete with ground granulated blast furnace slag (2013, methodology): “Earlier Babu and Kumar [22] had proposed the efficiency concept methodology for the design of normal vibrated slag concretes.”
- An experimental study on optimum usage of GGBS for the compressive strength of concrete (2007, methodology): “According to ASTM C 989, GGBS is classified into three grades – Grade 80, Grade 100, and Grade 120, depending on the relative compressive strength [9,15,16].”
- Efficiency of calcined kaolin and silica fume as cement replacement material for strength performance (2005, background): “3 Kumar [5] attempted to quantify the 28-day cementitious efficiency for ground granulated blast furnace slag (GGBS) in concrete at various replacement levels.”