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Improvement of the Properties of Mineral Trioxide Aggregate by Mixing with Hydration Accelerators

Cited 36 time in Web of Science Cited 48 time in Scopus
Authors

Lee, Bin-Na; Hwang, Yun-Chan; Jang, Ji-Hyun; Chang, Hoon-Sang; Yang, So-Young; Son, Ho-Hyun; Oh, Won-Mann; Park, Yeong-Joon; Hwang, In-Nam

Issue Date
2011-10
Publisher
ELSEVIER SCIENCE INC
Citation
JOURNAL OF ENDODONTICS; Vol.37, No.10, pp.1433-1436
Keywords
Calcium chloridecalcium lactate gluconatesetting timeMTAhydration acceleratorscitric acid
Abstract
Introduction: Mineral trioxide aggregate (MTA) is used widely in endodontic therapy. This study examined the setting time, compressive strength, and pH of MTA mixed with several hydration accelerators (calcium chloride, low-dose citric acid, calcium lactate gluconate solution). Methods: Group 1 (control) was obtained by mixing MTA with distilled water. In group 2, MTA containing 10% calcium chloride was mixed with distilled water. In group 3, MTA was mixed with 0.1% citric acid. In group 4, MTA was mixed with a calcium lactate gluconate solution. The setting time, compressive strength, and pH were examined. Results: The setting time of MTA mixed with hydration accelerators was significantly shorter than that of MTA mixed with water (P < .01). In particular, replacing distilled water with a calcium lactate gluconate solution provided a significant decrease in setting time. The compressive strengths of MTA mixed with hydration accelerators were significantly lower than that of MTA mixed with water (P < .01), but those values increased with time. The pH of MTA mixed with hydration accelerators was significantly lower than that of MTA mixed with water (P < .01) but stable at a high level (pH 11-12). Conclusions: Hydration accelerators improved the setting time of MTA. Nevertheless, more study will be needed to improve MTA without impairing its preexisting advantages. (J Endod 2011;37:1433-1436)
ISSN
0099-2399
Language
English
URI
https://hdl.handle.net/10371/80438
DOI
https://doi.org/10.1016/j.joen.2011.06.013
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