Investigating the Depth of Penetration of Radionuclides in Concrete - 16292

This paper focuses on some chemical and structural aspects for mature concrete structural substrate that functions as a barrier to radioactive material migration. Exposure to radioactive material may be a consequence of surface contact, such as resulting from exposure by spills or leaks. In properly-prepared waste storage areas, undamaged paint and sealant helps to protect the structural cement. However, damaged surfaces, cracks, and relatively porous slab seams can offer a preferred migration pathway for spilled contaminates, including radionuclides. The cost of remediation of concrete structures is directly related to the amount of concrete that must be removed and subsequently disposed. A carefully implemented investigative plan can be utilized to determine how much concrete must be removed and the approximate level of volumetric radiological contamination can be used to estimate disposal costs. Normal concrete pore solution is saturated with calcium hydroxide and also contains sodium and potassium hydroxide; the pH is typically 13 to 14. Contaminants (such as uranium) that hydrolyze in alkaline media that form precipitant phases and tend to deposit at the near-surface. However, more soluble contaminants, such as Cs-137 (as Cs⁺) and Tc-99 (as the pertechnetate anion TcO₄^-) diffuse more rapidly (and deeply) into the porous substrate. Profiling the migration of the water-soluble radionuclides into a cure (hardened) cement surface is a challenge, since water-cooled saws, borers and similar implements are often used to excise and/or slice the core. Alternately, dry mechanical fracturing for excavation of cement may introduce the possibility of material cross-contamination and uncertainty for the average sampling depth for the sample collection event, potentially yielding non-representative samples, and may preclude determination of crack formation that may have been present in the native (non-fractured) substrate. Structural concrete is comprised of cement and pozzolan paste, relatively impervious aggregate (typically stone and/or sand), and rebar (iron reinforcement). Near-surface aggregate may act as a hydrolytic barrier, causing contaminants leached into the pore water to by-pass the impervious grains, causing deeper-than expected penetration, especially if there are grain boundary cracks also present to facilitate migration. (authors)