| Literature DB >> 35627757 |
Leigh Thredgold1, Chandnee Ramkissoon1, Chellan Kumarasamy1, Richard Gun1, Shelley Rowett2, Sharyn Gaskin1.
Abstract
The popularity of engineered stone (ES) has been associated with a global increase in occupational lung disease in workers exposed to respirable dust during the fabrication of benchtops and other ES products. In this study, the reactivity and subsequent oxidative reduction potential of freshly generated ES dusts were evaluated by (i) comparing different engineered and natural stones, (ii) comparing settled and respirable stone dust fractions and (iii) assessing the effect of ageing on the reactivity of freshly generated stone dust. An established cell-free deoxyguanosine hydroxylation assay was used to assess the potential for oxidative DNA damage. ES dust exhibited a higher relative reactivity than two of the three natural stones tested. Respirable dust fractions were found to be significantly more reactive than their corresponding settled fraction (ANOVA, p < 0.05) across all stone types and samples. However, settled dust still displayed high relative reactivity. The lower reactivity of the settled dust was not due to decay in reactivity of the respirable dust when it settled but rather a result of the admixture of larger nonrespirable particles. No significant change in respirable dust reactivity was observed for three ES samples over a 21-day time period, whereas a significant decrease in reactivity was observed in the natural stone studied. This study has practical implications for dust control and housekeeping in industry, risk assessment and hazard management.Entities:
Keywords: artificial stone; deoxyguanosine; engineered stone; oxidative damage; reactivity; respirable crystalline silica
Mesh:
Substances:
Year: 2022 PMID: 35627757 PMCID: PMC9140999 DOI: 10.3390/ijerph19106221
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 4.614
A summary of the physicochemical properties of actively generated respirable engineered and natural stone dusts assessed in this study adapted from Ramkissoon et al. [29]. Reported as average ± standard error (n = 3).
| Stone | ID | Mineral Content | Resin | Mean Particle Size | Mean Zeta Potential | Elemental Composition | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Quartz | Cristobalite | Total RCS | Other | Fe | Al | Ni | Ti | Co | Cr | |||||
| % | % | % | % | % | nm | mV | % | % | % | % | % | % | ||
| Engineered | ES1 | 86.7 | 4.20 | 90.9 | 0.5 | 8.6 | 630 ± 50 | −26.1 ± 0.18 | 0.06 | 1.33 | 0.004 | 0.84 | 0.008 | 0.002 |
| ES2 | 42.4 | 44.0 | 86.4 | 1.6 | 12.0 | 533 ± 120 | −32.9 ± 0.20 | 0.06 | 1.35 | 0.004 | 1.61 | 0.01 | <0.001 | |
| ES4 | 67.8 | 2.6 | 70.4 | 14.0 | 15.6 | 500 ± 109 | −28.2 ± 0.15 | 0.04 | 0.16 | 0.003 | 0.75 | 0.008 | 0.002 | |
| ES5 | 90.2 | - | 90.2 | - | 9.8 | 509 ± 30 | −29.4 ± 0.82 | 0.03 | 0.34 | <0.001 | 0.43 | 0.009 | <0.001 | |
| ES6 | 20.0 | 65.5 | 85.5 | 1.0 | 13.5 | 417 ± 169 | −25.7 ± 0.86 | 0.13 | 1.07 | 0.004 | 0.07 | 0.006 | 0.002 | |
| ES7 | 86.7 | - | 86.7 | - | 13.3 | 416 ± 25 | −30.0 ± 0.95 | 0.04 | 1.33 | 0.02 | 0.84 | 0.008 | 0.002 | |
| ES8 | 90.9 | - | 90.9 | - | 9.1 | 715 ± 91 | −30.0 ± 0.72 | 0.05 | 0.47 | 0.006 | 0.57 | 0.006 | 0.004 | |
| ES9 | 87.6 | - | 87.6 | - | 12.4 | 578 ± 44 | −30.5 ± 0.62 | 0.11 | 0.35 | 0.01 | 0.22 | 0.01 | 0.004 | |
| ES10 | 87.6 | - | 87.6 | 0.3 | 12.1 | 218 ± 34 | −28.0 ± 0.70 | <0.01 | 0.14 | 0.004 | 0.47 | 0.008 | 0.002 | |
| ES11 | 46.4 | 31.4 | 77.8 | 5.8 | 16.4 | 576 ± 10 | −33.8 ± 1.10 | 0.03 | 0.29 | 0.004 | 0.37 | 0.006 | 0.002 | |
| ES12 | 25.4 | 54.6 | 80.0 | - | 20.0 | 455 ± 92 | −26.6 ± 0.31 | 0.05 | 0.17 | 0.006 | 0.13 | 0.009 | 0.004 | |
| ES13 a | 66.0 | - | 66.0 | 24.3 | 9.7 | 634 ± 48 | −28.2 ± 0.80 | 0.37 | 22.5 | 0.007 | 0.47 | 0.03 | 0.03 | |
| Natural | NS1 | 30.1 | - | 30.1 | 69.9 | NA | 503 ± 11 | −28.3 ± 0.55 | 6.63 | 8.36 | 0.02 | 0.04 | 0.002 | <0.001 |
| NS2 | 3.5 | - | 3.5 | 96.5 | NA | 634 ± 22 | −15.2 ± 0.80 | 0.02 | <0.01 | 0.01 | <0.01 | 0.001 | 0.01 | |
| NS3 | 11.0 | - | 11.0 | 89.0 | NA | 575 ± 10 | −22.9 ± 0.20 | 0.03 | 0.02 | <0.001 | 0.04 | 0.002 | <0.001 | |
| NA | Hebel a | 5.9 | - | 5.9 | 94.1 | NA | 651 ± 30 | −21.7 ± 0.97 | 1.13 | 3.53 | 0.005 | 0.20 | 0.004 | 0.016 |
Nb. ES3 from previous study not evaluated in this work: a, supplementary data acquired for new samples that have not previously been reported.
Figure 1Conversion of (1) 2′-deoxyguanosine to (2) 8-hydroxy-2′-deoxyguanosine.
Comparison of the oxidative damage potential of actively generated respirable and settled dust from engineered (ES1-13) and natural (NS1-3) stone measured using the deoxyguanosine assay. Presented as mean ± SD (n = 2).
| Sample Type | Stone ID | 8-OH-dG | |
|---|---|---|---|
| Respirable | Settled | ||
| Other Materials | Reference RCS | 14 ± 25 | NA |
| Hebel | 312 ± 87 | 120 ± 6.5 | |
| Natural Stone | NS1 | 3305 ± 86 | 723 ± 103 |
| NS2 | 162 ± 4.8 | 21 ± 13 | |
| NS3 | 948 ± 141 | 137 ± 22 | |
| Engineered Stone | ES1 | 2920 ± 435 | 1563 ± 33 |
| ES2 | 3201 ± 161 | 944 ± 140 | |
| ES4 | 3184 ± 15 | 1945 ± 162 | |
| ES5 | 3946 ± 96 | 1407 ± 19 | |
| ES6 | 2451 ± 92 | 1221 ± 71 | |
| ES7 | 4757 ± 853 | 1540 ± 750 | |
| ES8 | 3019 ± 71 | 1006 ± 151 | |
| ES9 | 2419 ± 399 | 871 ± 78 | |
| ES10 | 2914 ± 81 | 767 ± 37 | |
| ES11 | 2103 ± 156 | 1106 ± 78 | |
| ES12 | 3156 ± 15 | 1918 ± 162 | |
| ES13 | 3808 ± 4.5 | 723 ± 107 | |
Figure 2Effect of ageing on the oxidative damage potential of actively generated engineered (ES4, 7, 10 and 12) and natural (NS3) stone dusts measured using the deoxyguanosine assay. Presented as mean ± SD (n = 2).