Details
| Title | Influence of cement type and chemical admixtures on the durability of recycled concrete aggregates // Magazine of Civil Engineering. – 2022. – № 1 (109). — С. 10908 |
|---|---|
| Creators | Tahar Z. ; Kadri E. ; Benabed B. ; Ngo T. T. |
| Imprint | 2022 |
| Collection | Общая коллекция |
| Subjects | Строительство ; Строительные материалы и изделия ; concrete aggregates ; recycled concrete aggregates ; durability of concrete aggregates ; chemical additives ; cement ; chloride ion diffusion ; бетонные заполнители ; переработанные бетонные заполнители ; долговечность бетонных заполнителей ; химические добавки ; цемент ; диффузия хлорид-ионов |
| UDC | 691 |
| LBC | 38.3 |
| Document type | Article, report |
| Language | English |
| DOI | 10.34910/MCE.109.8 |
| Rights | Свободный доступ из сети Интернет (чтение, печать, копирование) |
| Record key | RU\SPSTU\edoc\68023 |
| Record create date | 3/28/2022 |
This study investigates the effect of replacement of natural aggregates with recycled concrete aggregates on the durability of concrete. Three different combinations of cement and chemical admixtures were considered, and the produced mixtures were assessed for their durability performance. The obtained results show a significant increase in the porosity of the mixtures with increasing in the percentage of recycled sand substitution, whereas the porosity increase was less pronounced for the natural gravel substitution. In addition, increasing the percentage substitution of recycled aggregates results in a decrease in density. However, this decrease is more pronounced in the case of substitution with recycled sand than for recycled gravel. Finally, the diffusion depth of the chloride ions increases with the increase of recycled gravel, regardless of the cement/admixture couple. This rise is less pronounced than in the case of concrete made with recycled sand.
| Network | User group | Action |
|---|---|---|
| ILC SPbPU Local Network | All |
|
| Internet | All |
|
- Influence of cement type and chemical admixtures on the durability of recycled concrete aggregates
- 1. Introduction
- 2. Experimental program
- 2.1. Materials and testing methods
- 2.1.3. Chemical admixtures
- 2.2. Testing methods
- 3. Results and Discussion
- 3.1. Evolution of density and porosity accessible to water
- 3.2. Evolution of the diffusion of chloride ions
- 3.3. Relationship between the durability parameters
- 3.3.1. Relationship between the density and porosity
- 3.3.2. Relationship between the diffusion depth of chloride ions and density
- 3.3.3. Relationship between the diffusion depth of chloride ions and porosity
- 4. Conclusions
Access count: 471
Last 30 days: 5
