장기간의 사용수명을 요구하는 구조물의 건설재료인 콘크리트는 내구성이 우수하지만, 외부 환경적 요인에 의해 장기간 열화가 진행될 경우 성능 저하가 발생하기 때문에 이를 평가해야 한다. 따라서 본 연구에서는 콘크리트 부재를 제작하여 장기간 열화 환경에 노출시켜 콘크리트 부재의 휨거동 특성의 변화를 평가하고자 하였다. 그 결과, 장기 열화가 진행된 콘크리트의 압축강도는 감소하였으며, 항복 하중이 감소하고 그때의 처짐이 증가하였다. 또한, 광물질 혼화재를 혼입한 부재에서도 이와 동일한 경향이 나타났으나, 광물질 혼화재 종류에 따라 열화에 대한 저항성능 차이가 발생하는 것으로 나타났다.

The purpose of this study is to investigate the effect of long - term deterioration factor of 12 months on 6 kinds of coating waterproofing materials (polyurethane 1, 2, acrylic rubber, polyurea, rubber asphalt, cement - As a part of the study to characterize the performance change in material aspect, the research was carried out on the tensile strength of the polyurea coating waterproofing material against the performance change in the long term exposure to the chemical erosion environment. As shown in the test results, it was mainly performed in an acidic environment, and it can be confirmed that polyurea is not resistant to acid. In the alkali and sodium chloride environment, the tensile strength after immersion for the last 12 months showed a decrease in strength within about 10% of the initial tensile strength, and it was confirmed that the resistance was excellent in an alkali environment.

Radioactive waste repositories require long-term durability of concrete in contact with ground water. However, contact of the ground water leads to Ca2+ leaching process between pore water and pure water. Therefore, this study is aimed at investigating the effect of the leaching process of concrete based on their physical properties and durabilities. According to results, as the leaching period became longer, the pore volume is greatly increased and the chloride diffusion coefficient of the degraded concrete increased with leaching process.