Nominal Maximum Aggregate Size Effect on the Behavior of Recycled Aggregate Self Compacting Concrete
Document Type
Conference Proceeding
Publication Date
1-1-2022
Abstract
In this study, the effect of nominal maximum aggregate Size (MAS) of two types of aggregates on the properties of self-compacting concrete (SCC) was evaluated. The two types of coarse aggregates were natural quartz aggregate and recycled concrete aggregate. In addition to the fresh properties, compressive, splitting tensile, flexural, and shear strengths were evaluated. The results showed that the mechanical properties of SCC are influenced by the MAS and the type of aggregate. Meanwhile, the effect of MAS on the performance of SCC produced with recycled concrete aggregate is not necessarily the same as that produced with natural quartz aggregate.
Identifier
85143889996 (Scopus)
ISBN
[9782940643158]
Publication Title
Fib Symposium
ISSN
26174820
First Page
852
Last Page
860
Recommended Citation
Abed, Mohammed A.; Yehia, Sherif; and Thibodeaux, Noah, "Nominal Maximum Aggregate Size Effect on the Behavior of Recycled Aggregate Self Compacting Concrete" (2022). Faculty Publications. 3356.
https://digitalcommons.njit.edu/fac_pubs/3356
