Abstract

Long-term exposure of concrete to nuclear reactor environments may enhance the ageing phenomena. An investigation concerning a possible deleterious alkali-silica reaction (ASR) in concrete containing high-density aggregates is presented in this paper. The scope of this investigation was limited to heavy aggregates that could be used for the construction of the first Polish nuclear power plant (NPP). Five different high-density aggregates were selected and tested: three barites, magnetite, and hematite. Mineralogical analysis was conducted using thin section microscopic observation in transmitted light. The accelerated mortar beam test and the long-time concrete prism test were applied to estimate the susceptibility of heavy aggregates to ASR. X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses were conducted on aggregates and mortars. The quartz size in aggregate grains was evaluated using image analysis. Application of the accelerated mortar beam method confirmed the observations of thin sections and XRD analysis of high-density aggregates. The microcrystalline quartz in hematite aggregate and cristobalite in one of barite aggregate triggered an ASR. The composition of ASR gel was confirmed by microscopic analysis. The long-term concrete test permitted the selection of innocuous high-density aggregates from among the other aggregates available, which showed practically no reactivity.

Highlights

  • Radiation shielding structures used in nuclear power plants are designed to withstand both mechanical loads and harsh environmental conditions, including elevated temperature exposure, thermal and humidity cycling related to fuel cycles, and long-term exposure to ionizing radiation

  • The elevated temperature and high relative humidity (RH) in the concrete core of usually massive shielding structures may promote the development of a detrimental alkali-silica reaction (ASR), provided that both reactive minerals in the aggregate and sufficient alkali in concrete pore solution are present

  • The aim of this work was the evaluation of high-density aggregates selected for radiation shielding concrete with respect to deleterious alkali-silica reactions

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Summary

Introduction

Radiation shielding structures used in nuclear power plants are designed to withstand both mechanical loads and harsh environmental conditions, including elevated temperature exposure, thermal and humidity cycling related to fuel cycles, and long-term exposure to ionizing radiation.The normal service temperature range is up to 65 ◦ C, and can be as high as 95 ◦ C at localized hot zones [1,2]. Radiation shielding structures used in nuclear power plants are designed to withstand both mechanical loads and harsh environmental conditions, including elevated temperature exposure, thermal and humidity cycling related to fuel cycles, and long-term exposure to ionizing radiation. The elevated temperature and high relative humidity (RH) in the concrete core of usually massive shielding structures may promote the development of a detrimental alkali-silica reaction (ASR), provided that both reactive minerals in the aggregate and sufficient alkali in concrete pore solution are present. The risk of ASR-induced damage in the concrete of nuclear power plants is not acceptable. ASR-related damage to concrete was detected in a nuclear power plant containment wall and an ageing management program was proposed [5]

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