Plasticising mechanism of sodium gluconate combined with PCE
Source abstract
Abstract
In this research, the plasticising mechanism of sodium gluconate (SG) retarder in cement paste containing a superplasticiser has been investigated in order to clarify the performance of the admixture combination in concrete. From adsorption and zeta-potential measurements, it is found that a lower viscosity occurs owing to (a) the electrostatic repulsion and (b) a lower particle volume fraction. Moreover, the gluconate anion is expected to enhance the formation of a homogenous polymer network on the cement grain surface, which explains the viscosity stabilisation time. In situ investigations of hydration using environmental scanning electron microscopy showed that SG induced modifications of the ettringite crystal morphology by reducing the amount and size of the ettringite needles. From pore solution analysis and energy-dispersive X-ray spectra, a mineral similar to syngenite is detected. These morphological changes lower the shear resistance and the paste viscosity. A thorough understanding of the plasticising mechanism will lead eventually to a more predictable concrete flow behaviour, which is particularly useful for concrete practitioners facing concerns related to combined use of admixtures.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Innovations in Concrete and Construction Materials · Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Doctoral Researcher, Department of Civil Engineering, KU Leuven, Leuven, Belgium
Professor, Department of Civil Engineering, KU Leuven, Leuven, Belgium
Doctoral Researcher, Department of Civil and Materials Engineering, Royal Military Academy Brussels, Brussels, Belgium
Professor, Department of Civil and Materials Engineering, Royal Military Academy Brussels, Brussels, Belgium
Professor, Department of Structural Engineering, UGent, Ghent, Belgium
References (37)
Show source-provided references
1. Aïtcin PC · 2008
2. 10.1016/0008-8846(82)90087-410.1016/0008-8846(82)90087-4 ↗
3. Casu B · 1980 · 558
4. 10.1016/j.cemconres.2011.03.00510.1016/j.cemconres.2011.03.005 ↗
5. 10.1016/S0008-8846(98)00229-410.1016/S0008-8846(98)00229-4 ↗
6. Flatt RJ · Langmuir · 2008 · 25 · 84510.1021/la801410e ↗
7. 10.1016/S0008-8846(01)00689-510.1016/S0008-8846(01)00689-5 ↗
8. Gartner E · 2002
9. 10.1016/S0010-8545(99)00183-610.1016/S0010-8545(99)00183-6 ↗
10. Hewlett PCE · 1998
11. Hunter RJ · 2001
12. 10.1016/S0958-9465(97)00062-010.1016/S0958-9465(97)00062-0 ↗
13. 10.1016/j.cemconres.2006.03.01910.1016/j.cemconres.2006.03.019 ↗
14. 10.1016/S0008-8846(03)00183-210.1016/S0008-8846(03)00183-2 ↗
15. 10.1016/j.cemconres.2010.10.00310.1016/j.cemconres.2010.10.003 ↗
16. Li G · Construction and Building Materials · 2012 · 26 · 7210.1016/j.conbuildmat.2011.05.004 ↗
17. Perez J-P · 2007
18. 10.3168/jds.2011-454910.3168/jds.2011-4549 ↗
19. 10.1016/j.cemconres.2007.01.00710.1016/j.cemconres.2007.01.007 ↗
20. 10.1016/j.cemconres.2007.12.00310.1016/j.cemconres.2007.12.003 ↗
21. Plank J · 2009
22. 10.1016/S0008-8846(01)00632-910.1016/S0008-8846(01)00632-9 ↗
23. Ramachandran VS · 1995
24. 10.1016/j.cemconres.2012.02.00910.1016/j.cemconres.2012.02.009 ↗
25. 10.1016/j.cemconres.2008.03.00310.1016/j.cemconres.2008.03.003 ↗
26. 10.1016/j.cemconres.2011.09.00410.1016/j.cemconres.2011.09.004 ↗
27. 10.1007/s00706-004-0211-910.1007/s00706-004-0211-9 ↗
28. Spiratos N · 2006
29. Taylor HFW · 1990
30. 10.1680/cc.2592910.1680/cc.25929 ↗
31. Tenoutasse N · Indian Journal of Technol · 1978 · 16 · 184
32. 10.1016/0008-8846(83)90084-410.1016/0008-8846(83)90084-4 ↗
33. 10.1016/j.cemconcomp.2006.12.00610.1016/j.cemconcomp.2006.12.006 ↗
34. 10.1680/adcr.2011.23.5.24910.1680/adcr.2011.23.5.249 ↗
35. 10.1016/S0008-8846(00)00503-210.1016/S0008-8846(00)00503-2 ↗
36. 10.1680/macr.13.0005810.1680/macr.13.00058 ↗
37. 10.1016/0008-8846(72)90057-910.1016/0008-8846(72)90057-9 ↗