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Experimental and Theoretical Study of a New Technique for Mixing Self-Compacting Concrete with Marble Sludge Grout
- Source :
- Advances in Civil Engineering, Vol 2018 (2018)
- Publication Year :
- 2018
- Publisher :
- Hindawi Limited, 2018.
-
Abstract
- Currently, marble waste is valued by incorporating powders, obtained by drying and grinding sludge resulting from marble blocks cutting operation, or the aggregates, obtained by crushing the solid waste, on self-compacting concrete. These two procedures require a lot of energy. This experimental and theoretical work focuses on the direct incorporation of marble sludge in self-compacting concrete. The first part needs the study of the rheological behavior of the marble sludge grout (MSG) as a function of the added water amount. For this, different grouts were prepared and tested by varying the water/sludge ratio. In the second part, four self-compacting concretes (SCCs) were mixed with MSG having different water/sludge ratios in order to validate a new technique of gassing self-compacting concrete with MSG. The test results show that the marble grains of grout is totally dispersed when the water/sludge ratio was equal to 1.2. The results also show that the gassing with MSG allows us to obtain SCC having both self-compacting property and self-leveling property compared to SCC made by adding marble filler to the cementitious matrix.
- Subjects :
- Municipal solid waste
Materials science
Article Subject
020209 energy
Grout
Metallurgy
0211 other engineering and technologies
Mixing (process engineering)
02 engineering and technology
engineering.material
Grinding
Rheology
lcsh:TA1-2040
Filler (materials)
021105 building & construction
0202 electrical engineering, electronic engineering, information engineering
engineering
Cementitious matrix
lcsh:Engineering (General). Civil engineering (General)
Civil and Structural Engineering
Subjects
Details
- Language :
- English
- ISSN :
- 16878094 and 16878086
- Volume :
- 2018
- Database :
- OpenAIRE
- Journal :
- Advances in Civil Engineering
- Accession number :
- edsair.doi.dedup.....4e4c39d6c72c4e94b0037453a1748e23