Details
| Title | Lightweight concrete containing recycled aggregates // Magazine of Civil Engineering. – 2024. – Т. 17, № 4. — С. 12804 |
|---|---|
| Creators | Alani Ahmed Anees |
| Imprint | 2024 |
| Collection | Общая коллекция |
| Subjects | Строительство ; Строительные материалы и изделия ; lightweight concrete ; recycled aggregates ; construction waste ; environmentally friendly composites ; compressive strength ; secondary concrete aggregates ; легкий бетоны ; переработанные заполнители ; строительные отходы ; экологически чистые композиты ; прочность на сжатие ; вторичные заполнители бетонов |
| UDC | 691 |
| LBC | 38.3 |
| Document type | Article, report |
| File type | |
| Language | English |
| DOI | 10.34910/MCE.128.4 |
| Rights | Свободный доступ из сети Интернет (чтение, печать, копирование) |
| Additionally | New arrival |
| Record key | RU\SPSTU\edoc\76843 |
| Record create date | 9/18/2025 |
This study investigated the replacement of fine concrete aggregates with recycled aggregate. The results showed that the effect of recycled aggregate, so that, replacing 25, 50, 75 and 100 % of natural aggregate led to an 8, 23, 15 and 11 %, respectively, increase in the compressive strength of lightweight concrete samples. Based on these results, a microstructural analysis of the contact zone of the concrete using various types of aggregate was conducted. The shrinkage and expansion development of samples containing recycled aggregate formed from demolished waste differed from that of ordinary concrete, and the findings over 90 days indicated the impact of the substitution percentage in the recycled aggregates contained in the mixture. When 100 % fine natural aggregate was replaced with recycled aggregate, expansion increased by 15 % at 14 days and shrinkage increased by 45 % at 90 days as compared to references. Cement hydration in concrete mixes using different types of aggregates has been investigated by using an X-ray diffraction. The results showed that the sample without recycled aggregate from demolition waste LW-1 contained the maximum amount of C[3]S and C[2]S compared to the sample with recycled aggregate from demolition waste LW-5, which can harden when interacting with water. The concrete samples used to evaluate the abrasion resistance were first cured for 28 days. The results revealed that the abrasion deltah values for samples containing recycled aggregate were lower than that for the reference samples.
| Network | User group | Action |
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| ILC SPbPU Local Network | All |
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| Internet | All |
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- Lightweight concrete containing recycled aggregates
- 1. Introduction
- 2. Materials and Methods
- 2.1. Materials
- 2.2. Methods
- 3. Results and Discussion
- 3.1. Scanning Electron Microscope Images of Construction Waste
- 3.2. Compressive Strength
- 3.3. Microstructure Study
- 3.4. Shrinkage and Expansion Deformations
- 3.5. Cement Hydration in Concrete Mixes using Different Types of Aggregates
- 3.6. Abrasion Resistance
- 4. Conclusions
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