2007
DOI: 10.1080/15459620701569708
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Crystalline Silica Dust and Respirable Particulate Matter During Indoor Concrete Grinding—Wet Grinding and Ventilated Grinding Compared with Uncontrolled Conventional Grinding

Abstract: The effectiveness of wet grinding (wet dust reduction method) and ventilated grinding (local exhaust ventilation method, LEV) in reducing the levels of respirable crystalline silica dust (quartz) and respirable suspended particulate matter (RSP) were compared with that of uncontrolled (no dust reduction method) conventional grinding. A field laboratory was set up to simulate concrete surface grinding using hand-held angle grinders in an enclosed workplace. A total of 34 personal samples (16 pairs side-by-side … Show more

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Cited by 30 publications
(14 citation statements)
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“…S2(D . This is consistent with what is reported by Akbar-Khanzadeh et al (2007) for silica dust during the grinding of concrete. We found that at the maximum LEV flow rate particle emissions were negligible, and during the process, the near field particle concentrations remained at the pre-activity level (Figs.…”
Section: Discussionsupporting
confidence: 93%
“…S2(D . This is consistent with what is reported by Akbar-Khanzadeh et al (2007) for silica dust during the grinding of concrete. We found that at the maximum LEV flow rate particle emissions were negligible, and during the process, the near field particle concentrations remained at the pre-activity level (Figs.…”
Section: Discussionsupporting
confidence: 93%
“…In many occupational environments, engineering controls such as wet methods and local exhaust ventilation do provide substantial exposure reductions of respirable crystalline silica (Flynn and Susi, 2003;Akbar-Khanzadeh et al, 2007). Consequently, the silica mass on a typical air sample is reduced and often close to the detection limit.…”
Section: Introductionmentioning
confidence: 99%
“…Highway concrete grinding typically uses diamond‐impregnated grinding wheels stacked together on a shaft that produce a total grinding width ranging from 0.9 to 1.2 m. The thickness of the concrete that is removed is a function of the degree of highway roughness and can range from 1.6 to 12.7 mm. Water is introduced to the grinding wheels to increase their life expectancy, decrease dust emissions and increase worker safety (Akbar‐Khanzadeh et al, 2007; Sheinbaum, 1962), and facilitate the movement of the grinding residue away from the grinding surface. The resultant concrete grinding residue (CGR) can be disposed of below the road shoulder at the site of grinding, collected and moved to a containment pond where it is then dewatered and the solids are transported to a landfill, or recycled (Dosho, 2008; Goodwin and Roshek, 1992).…”
mentioning
confidence: 99%