The constitution, physical properties and biocompatibility of modified accelerated cement.

OBJECTIVES: The aim of this study was to determine constitution and physical properties of a prototype material based on Portland cement and assess biocompatibility compared with glass-ionomer cement by evaluating cell morphology. MATERIALS AND METHODS: Analysis of the material was performed using energy dispersive analysis (EDAX) and X-ray diffraction (XRD) analysis. Compressive strength and the effect of changing the mixing and curing conditions on the compressive strength of the materials were evaluated. Dimensional stability was evaluated by measuring water uptake of the materials. Biocompatibility was assessed at 1 and 28 days using a cell-culture technique and semi-quantitative cell morphological evaluation was performed by SEM. RESULTS: Analysis of the material showed that it was primarily composed of tricalcium silicate and dicalcium silicate. The compressive strength of the prototype cement and variants was comparable to Ketac Molar (47.98 N mm(-2) after 1 day, P>0.05). Vacuum mixing did not improve the compressive strength of the prototype cements at any age. Wet curing was detrimental to the neat cement at 1 day (35.98 N mm(-2), P=0.011) and 7 days (44.08 N mm(-2), P=0.025). The filler-replaced cement prototypes were more stable and less susceptible to changes in compressive strength by varying the curing method (P>0.05). The prototype material took up more water (0.9%) than glass-ionomer cement (1.7%) with P=0 after 1 day. Curing at 100% humidity resulted in a net loss of weight for all the materials tested. The test materials were less biocompatible than glass-ionomer cement at 1 day but their biocompatibility improved as the material aged. CONCLUSIONS: The constitution of the prototype material was broadly similar to that of mineral trioxide aggregate. The prototype cement could be a potential dental restorative material as its compressive strength compared well to an established restorative material. However, the material did not support cell growth, with biocompatibility being similar to that of glass-ionomer cement.

Utilization of pulverized fuel ash in Malta.

In Malta all of the waste produced is mixed and deposited at various sites around the island. None of these sites were purpose built, and all of the waste is above groundwater level. The landfills are not engineered and do not contain any measures to collect leachate and gases emanating from the disposal sites. Another waste, which is disposed of in landfills, is pulverized fuel ash (PFA), which is a by-product of coal combustion by the power station. This has been disposed of in landfill, because its use has been precluded due to the radioactivity of the ashes. The aim of this study was to analyze the chemical composition of the pulverized fuel ash and to attempt to utilize it as a cement replacement in normal concrete mixes in the construction industry. The levels of radiation emitted from the ashes were measured by gamma spectrometry. The results of this study revealed that although at early ages cement replacement by PFA resulted in a reduction in compressive strength (P=0), when compared to the reference concrete at later ages the strengths measured on concrete cores were comparable to the reference concrete (P>0.05). The utilization of PFA up to 20% cement replacement in concrete did not raise the radioactivity of the concrete. In conclusion, utilization of PFA in the construction industry would be a better way of disposing of the ashes rather than controlling the leachate and any radioactivity emitted by the landfilled ashes.

Characterization of Portland cement for use as a dental restorative material.

OBJECTIVES: The aim of this study was to evaluate the suitability of fast-setting cement formulations based on Portland cement as dental core build-up materials using two different methods of testing compressive strength and evaluation of setting times. METHODS: Four fast-setting cements based on Portland cement and their four respective densified with small particle (DSP) mortars were tested for setting time, constitution of cement by EDAX, and compressive strength using International and British Standards. Ordinary Portland cement (OPC) was used as a control. RESULTS: All the fast-setting cements had a similar elemental composition to OPC and the setting times were less than 7 min. The compressive strength of OPC was different between the two methods (P<0.001). All the fast-setting cements tested showed no difference in compressive strength regardless of the method of testing at 1 and 7 days (P>0.05), but the cylinders showed a lower compressive strength at 28 days (P<0.05). The OPC DSP mortar showed poorer compressive strength than OPC (P<0.01) at all times for cube testing but not for cylinder testing, where no difference was observed. The fast-setting DSP mortars had a lower compressive strength at 1 day (P<0.005) with both methods. At later times, there was no difference between the cements and DSP mortars for the cubes. SIGNIFICANCE: The pure fast-setting cements set in <7 min and were not susceptible to changes in the compressive strength testing procedure at 1 and 7 days but at 28 days all the fast-setting cements had a significantly higher strength with the test using cubes (P<0.05). A reduction in strength was observed at 28 days in cylinder testing. Most of the cements tested did not show encouraging strengths, however, one of the prototype cements tested could be a prospective dental restorative material.

The constitution of mineral trioxide aggregate.

OBJECTIVES: The aim of this study was to determine the constitution of a commercially available root-end filling material, mineral trioxide aggregate, (MTA) (ProRoot MTA, Tulsa Dental, Tulsa, OK, USA). The surface morphology of the material with various treatment conditions was also evaluated. METHODS: The constitution of two commercial versions of MTA was determined before and after mixing with water. The unset material was analysed using Energy Dispersive Analysis by X-ray (EDAX) in a scanning electron microscope (SEM) and X-ray diffraction (XRD). The first technique identified the constituent elements while XRD analysis identified the compounds or phases present. The set material was evaluated using EDAX. The surface morphology of the material stored under various conditions (100% humidity, immersion in water, or immersion in phosphate solution) was evaluated using SEM. RESULTS: The EDAX showed the white MTA to be composed primarily of calcium, silicon, bismuth and oxygen, with the gray MTA also having small peaks for iron and aluminum. The XRD analysis showed gray MTA to be composed primarily of tricalcium silicate and dicalcium silicate. The surface morphology of the materials differed under the various conditions, particularly following immersion in phosphate solution with crystal formation. SIGNIFICANCE: The commercial versions of MTA were shown to have broadly similar constitution to ordinary Portland cement except for the addition of bismuth compounds. The white MTA did not contain iron.