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Low-pH Concrete Design for Deep Geological Repository
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Spent nuclear fuel still emits radionuclides and high heat that are dangerous to humans. In order to permanently isolate such spent nuclear fuel from human living areas, research is underway to construct a deep disposal system (500 m underground bedrock) consisting of natural and engineering barriers. In this study, plugs, which are engineering barriers consisting of disposal containers, buffer, backfill and plugs were investigated. The plug is one of the engineered barriers made of concrete to block the outflow of radioactive materials and the ingress of organisms, through the tunnel crosssection seals that are eventually discarded. General concrete leachate has a pH of 12.5 or higher and is highly alkaline, which induces dissolution of SiO2 components contained in the buffer and backfill. Dissolved SiO2 causes precipitation and cementation on the surface of the buffer and backfill, reducing performance. Therefore, the use of low-ph concrete is essential for deep, high-level waste disposal sites. Currently, Finland, Sweden, France, Switzerland, etc. have proposed low-ph concrete mix design and performance standards. For example, in Finland, cement, silica fume and fly ash are used as binders and the compressive strength is 50 MPa or more, and the leachate pH is 11 or less. In this research, test specimen fabrication and physical property tests (strength, pH) were performed based on mix design, proposed in Finland, Sweden, France and Switzerland. A cubic (50 mm×50 mm×50 mm) and a cylinder (Ø100 mm×200 mm) specimens were fabricated. Cubic and cylinder were made of mortar and concrete, respectively, depending on whether they included coarse aggregate. General concrete strength shows the characteristic that 70 to 80% of the 28th day of the second order appears on the 14th day of the second order and converges after the 28th day. As a result of mortar strength property evaluation, it increased by 30% from 90th to 28th. pH characterization was evaluated according to the powder dissolution method (ESL method) and leaching method (Leachate, EPA 1315) on cubic (mortar) and cylindrical (concrete) specimens, respectively. Mortar ph was measured at 9.78, a decrease of up to 20% from 90 days to 7 days. The physical property evaluation of concrete is currently underway and shows a trend of increasing strength and decreasing pH according to age. Consequently, we aim to present a low-ph concrete mix design for domestic highlevel radioactive waste disposal sites.
