Details
| Title | Effect of ferronickel slag in concrete and mortar // Magazine of Civil Engineering. – 2022. – № 1 (109). — С. 10909 |
|---|---|
| Creators | Suryaningrat Edwin R. ; Kimsan M. ; Pramono B. ; Masud F. ; Sriyani R. |
| Imprint | 2022 |
| Collection | Общая коллекция |
| Subjects | Строительство ; Строительные материалы и изделия ; concrete ; building mortars ; ferronickel slags ; concrete strength ; heat treatment ; pozzolan activity ; бетоны ; строительные растворы ; ферроникелевые шлаки ; прочность бетонов ; термообработка ; пуццолановая активность |
| UDC | 691 |
| LBC | 38.3 |
| Document type | Article, report |
| Language | English |
| DOI | 10.34910/MCE.109.9 |
| Rights | Свободный доступ из сети Интернет (чтение, печать, копирование) |
| Record key | RU\SPSTU\edoc\68018 |
| Record create date | 3/28/2022 |
Cement and nickel mining industry is facing challenges such as the depletion of natural resources and insufficient landfill disposals of ferronickel slag. These problems can be solved by upgrading the ferronickel slag in concrete production without loss of quality. In this research, the use of ferronickel slag as fine aggregate and cement replacement in concrete and mortar was investigated. The ferronickel slag was ground using a ball mill to achieve two levels of fineness. The performance of mortar was assessed under heat treatment at 75 C as a comparison to that of the normal curing. The pozzolanic activity of ferronickel slag was determined by the Frattini test. The results obtained showed that the strength of concretes increased with increasing of ferronickel slag content in the concrete mixture up to 40 %; beyond that the strength of concrete decreased. A positive effect on the compressive strength of mortar was achieved by using the slag with a higher fineness. The use of heat treatment at 75 C enhanced the compressive strength of mortar. Assessment of the pozzolanic activity by means of the Frattini test indicates the non-pozzolanic reaction of the slag after 28 days. The use of heat treatment partially hydrated unhydrated cement grains.
| Network | User group | Action |
|---|---|---|
| ILC SPbPU Local Network | All |
|
| Internet | All |
|
- Effect of ferronickel slag in concrete and mortar
- 1. Introduction
- 2. Materials and methods
- 2.1. Aggregates
- 2.2. Ferronickel slag and cement
- 2.3. Grinding process and particle size distribution
- 2.4. Superplasticizer
- 2.5. Mixtures proportions and mixing procedure
- 2.6. Heat treatment
- 2.7. Frattini test
- 2.8. Workability and compressive strength
- 3. Results and Discussion
- 3.1. Particle size distribution of different binders
- 3.2. Workability
- 3.3. Compressive strength of concrete
- 3.4. Compressive strength of mortar
- 3.4.1. Effect of fineness of FNS as cement replacement
- 3.4.2. Effect of heat curing
- 3.5. Frattini test
- 3.6. Microstructure observation
- 4. Conclusions
- 5. Acknowledgements
Access count: 493
Last 30 days: 5
