Stabilization of Recycled Demolition Aggregates by Geopolymers comprising Calcium Carbide Residue, Fly Ash and Slag precursors
By A. Arulrajah, A. Mohammadinia, I. Phummiphan, Suksun Horpibulsuk, Wisanukorn Samingthong. 2016
190 citations recorded by the source corpus.
Abstract Calcium Carbide Residue (CCR) is the by-product of acetylene gas production. In this research, the alkali activation of Calcium Carbide Residue (CCR) was studied as an economical and low-carbon precursor for development of geopolymer binder. Recycled Concrete aggregates (RCA) and Crushed Brick (CB) are the two major demolition material sources for the Construction and Demolition (C&D) industry. The cement stabilization of C&D materials has been evaluated in recent years, however due to the large carbon footprint associated with Portland cement, geopolymers which utilize the alkali activation of industrial waste by-products have garnered increasing interest from industry. Evaluation of the geopolymer stabilization of C&D materials with CCR precursor were also compared with traditional Fly Ash (FA) and Slag (S) precursors. In addition, the performance of CCR based geopolymers with supplementary FA and S precursors were also evaluated. The three precursors (CCR, FA, S) were combined with contents of up to 10% for the geopolymer stabilization of the C&D materials. A liquid alkaline activator comprising sodium silicate solution (Na 2 SiO 3 ) and sodium hydroxide (NaOH) was used for the alkali activation of the CCR based geopolymers. The strength and durability of the geopolymer stabilized C&D materials were evaluated to ascertain their application in pavement bases/subbases. The results of Unconfined Compressive Strength (UCS) and Resilient Modulus (M R ) testing of these geopolymer stabilized CB and RCA aggregates indicate that different mixtures of CCR based geopolymers can be used to improve the strength properties of the C&D aggregates for pavement base/subbase applications. CCR + 5% S with the C&D materials resulted in the optimum combination for CCR based geopolymer stabilization of C&D aggregates.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/63663e0a031779fc7193dd93bde007c6a4176b77
Citations in the corpus
- Strength development and durability of alkali-activated fly ash mortar with calcium carbide residue as additive (2018, unknown): “[38] investigated recycled demolition aggregates such as the recycled concrete aggregates and crushed brick, stabilized by alkali activation of CCR with supplementary components of FA and slag for pavement base/subbase applications.”