ArticleMaterials (Basel, Switzerland)2022
Durability Performance of Self-Compacting Concrete Containing Crumb Rubber, Fly Ash and Calcium Carbide Waste.
Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 7 papers.
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Who cites it
7 citing papers in PubMed, 39 citations in OpenAlex.
- Modification of Lateritic Soil Using Waste Plastics for Sustainable Road Construction.Polymers · 2024Article
- Analysis of Durability of Watertight Concretes Modified with the Addition of Fly Ash.Materials (Basel, Switzerland) · 2023Article
- Behavior of Concrete Reinforced with Date Palm Fibers.Materials (Basel, Switzerland) · 2022Article
- Development of High-Tech Self-Compacting Concrete Mixtures Based on Nano-Modifiers of Various Types.Materials (Basel, Switzerland) · 2022Article
- Effect of Silicon Carbide and Tungsten Carbide on Concrete Composite.Materials (Basel, Switzerland) · 2022Article
- Rheological and Durability Properties of Self-Compacting Concrete Produced Using Marble Dust and Blast Furnace Slag.Materials (Basel, Switzerland) · 2022Article
- A Review of Research on Mechanical Properties and Durability of Concrete Mixed with Wastewater from Ready-Mixed Concrete Plant.Materials (Basel, Switzerland) · 2022Review
Corrections and comments
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Authors and funding
5 authors at 4 institutions in 3 countries.
Funding
No grant is acknowledged in the PubMed record.
Abstract
Waste tire disposal continues to pose a threat to the environment due to its non-biodegradable nature. Therefore, some means of managing waste tires include grinding them to crumb rubber (CR) sizes and using them as a partial replacement to fine aggregate in concrete. However, the use of CR has a series of advantages, but its major disadvantage is strength reduction. This leads to the utilization of calcium carbide waste (CCW) to mitigate the negative effect of CR in self-compacting concrete (SCC). This study investigates the durability properties of SCC containing CR modified using fly ash and CCW. The durability properties considered are water absorption, acid attack, salt resistance, and elevated temperature of the mixes. The experiment was conducted for mixes with no-fly ash content and their replica mixes containing fly ash to replace 40% of the cement. In the mixes, CR was used to partially replace fine aggregate in proportions of 0%, 10%, and 20% by volume, and CCW was used as a partial replacement to cement at 0%, 5%, and 10% by volume. The results indicate that the mixes containing fly ash had higher resistance to acid (H
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