PubMed Health⌕ Search

PubMed · 12382764

Retrospective dosimetry using unheated quartz: a feasibility study.

Abstract

Most attempts to apply retrospective dosimetry to building materials have made use of heated (sensitised) items such as brick or tile ceramic. Unfired materials, such as concrete, are far more widespread in the industrial environment, but unfortunately these cannot be assumed to contain a negligible dose at the time of construction. This paper reports on preliminary attempts to measure, using optically stimulated luminescence (OSL), a dose-depth profile in a new concrete brick which had been given a known dose in the laboratory. The dose distribution in individual samples was measured before and after irradiation using small aliquots each of 65 quartz grains, and also using single grains, extracted from the concrete. Despite the material being very poorly zeroed prior to irradiation, both approaches gave satisfactory results and it is concluded that measurement of individual grains from poorly zeroed building materials can provide useful information on accident doses.

Explore related subjects

Keep this discovery

Explore connections, maps & timelines

BibTeXRIS

K J Thomsen, L Bøtter-Jensen, A S Murray, S Solongo. 2002. Retrospective dosimetry using unheated quartz: a feasibility study.. https://doi.org/10.1093/oxfordjournals.rpd.a005998

Cite the original work for its findings. Save a collection to share your selection of sources.

KEEP EXPLORING

Related citations

Unconfined compressive strength prediction for the ordinary Portland cement-steel slag-silica fume ternary system based on response surface methodology.

This research was undertaken to address environmental concerns associated with industrial solid waste and to reduce cement consumption in geotechnical engineering. It specifically investigates the feasibility of using steel slag (SS) and silica fume (SF) as partial substitutes for ordinary Portland cement (OPC) in soil stabilization. The effects of SS, SF, OPC, and initial moisture content on the unconfined compressive strength (UCS) of stabilized soil were investigated through single-factor experiments and response surface methodology (RSM). The results show that SS and SF can synergistically enhance the strength of stabilized soil, although their interaction effect was not statistically significant within the investigated ranges. Compared with soil stabilized solely with OPC, the addition of 18 % SS and 10 % SF reduced OPC consumption by 3 % without compromising strength. Microstructural and compositional analyses further revealed that SS mainly supplied calcium- and silica-bearing components, while SF provided highly reactive silica and micro-filling effects, jointly promoting hydration reactions and improving the compactness of the stabilized soil matrix. As a result, more hydration products were formed in the OPC/SS/SF-stabilized soil than in the OPC-stabilized soil, which contributed to pore filling and strength enhancement. This study provides useful guidance for the sustainable utilization of industrial solid waste and the low-carbon development of soil stabilization materials.

Construction Materials↗

Evaluation of the radioactivity of the pre-dominant gamma emitters in components used at high-energy proton accelerator facilities.

At a high-energy, high-intensity proton accelerator facility, the accelerator components inside the beam-line tunnel and the concrete wall of the tunnel are activated due to beam loss during operation. During maintenance work inside the tunnel, radiation emitted from these activated materials can cause exposure to radiation workers. In this study, the relation between the surface dose rate of activated materials and the induced radioactivity was considered, and an evaluation of the major radioactivity using the surface dose rate was made. It has been revealed that (22)Na in Al samples and (54)Mn in Fe samples, (60)Co and (54)Mn in Fe samples, and (60)Co in Fe and Cu samples are principal residual radionuclides after a few hundred days of cooling about a few years of cooling and approximately 10 y of cooling, respectively.

Construction Materials↗