Retarders' effects on some properties of class G cement cured at 80°C
Source abstract
Abstract
Cement set retarders must assure a predictable time for the cement solidifying at target temperatures to prevent the catastrophic event of cement setting inside a casing and to avoid losses in time and money while waiting on cements with long hardening times. They also must not compromise set cement properties. Calorimetric tests, with sodium lignosulfonate retarder treated at a high pH of 13·4 and temperature of 90°C (SLS-13) revealed a predictable linear change of the class G cement's setting time at temperatures between 50 and 90°C. Comparison of the solid-phase properties of cement hydrated alone or in the presence of several common retarders with those of SLS-13 retarded cement demonstrated that for cements with a similar extent of hydration held at 80°C, SLS-13 improved their compressive strength, decreased the number of voids in the cement body and assured a more compact and less porous morphology. The paper presents comparative thermogravimetric analyses, X-ray diffraction and scanning electron microscopy results of the microproperties of cement hydrated in the presence of sodium gluconate, poly(4-styrenesulfonic acid-co-maleic acid) sodium salt, sodium lignosulfonate or SLS-13 for 17 h at 80°C.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Materials Engineering and Processing
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Material Scientist, Sustainable Energy Technologies Department, Brookhaven National Laboratory, Upton, NY, USA
Chemist, Sustainable Energy Technologies Department, Brookhaven National Laboratory, Upton, NY, USA
Assistant Scientist, Sustainable Energy Technologies Department, Brookhaven National Laboratory, Upton, NY, USA
References (22)
Show source-provided references
1. 10.1016/0040-6031(91)87128-J10.1016/0040-6031(91)87128-J ↗
2. 10.1021/ie060806t10.1021/ie060806t ↗
3. Collepardi M · 1982
4. De Bruijn JM · 1987 · 49
5. 10.1111/j.1151-2916.1979.tb19105.x10.1111/j.1151-2916.1979.tb19105.x ↗
6. 10.1016/S0008-8846(99)00250-110.1016/S0008-8846(99)00250-1 ↗
7. 10.1016/0008-8846(92)90141-H10.1016/0008-8846(92)90141-H ↗
8. 10.1016/j.cemconres.2008.10.00310.1016/j.cemconres.2008.10.003 ↗
9. 10.1016/j.cemconres.2006.11.01610.1016/j.cemconres.2006.11.016 ↗
10. Nelson E · 2006
11. 10.1016/0008-8846(82)90075-810.1016/0008-8846(82)90075-8 ↗
12. 10.1680/adcr.12.0005110.1680/adcr.12.00051 ↗
13. Ramachandran V · 1995
14. 10.1016/j.cemconres.2011.09.01010.1016/j.cemconres.2011.09.010 ↗
15. Salier Y . Influence du Gluconate de Sodium et du D75 sur l'Hydratation du Ciment de Classe G. PhD thesis, 2008, Université de Bourgogne, France, (in French).
16. Sereda PJ · 1980 · 32
17. 10.1016/S0008-8846(99)00128-310.1016/S0008-8846(99)00128-3 ↗
18. 10.1016/j.cemconres.2006.05.01010.1016/j.cemconres.2006.05.010 ↗
19. 10.1073/pnas.110452610810.1073/pnas.1104526108 ↗
20. 10.1021/la301515710.1021/la3015157 ↗
21. 10.1680/cc.2592910.1680/cc.25929 ↗
22. 10.1016/0008-6215(95)00294-410.1016/0008-6215(95)00294-4 ↗