• Title/Summary/Keyword: Engineered Barrier

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Validation of Performance of Engineered Barriers in a Geological Repository: Review of In-Situ Experimental Approach (심지층처분장 공학적방벽 성능 실증: 현장실험적 접근법 검토)

  • Cho, Won-Jin;Kim, Geon Young
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.16 no.2
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    • pp.137-164
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    • 2018
  • The guarantee of the performance of the engineered barriers in a geological repository is very important for the long-term safety of disposal as well as the efficient design of the repository. Therefore, the performance of the engineered barriers under repository condition should be demonstrated by in-situ experiments conducted in an underground research laboratory. This article provides a review of the major in-situ experiments that have been carried out over the past several decades at underground research laboratories around the world to validate the performance of engineered barriers of a repository, as well as their results. In-situ experiments to study the coupled thermal-hydraulic-mechanical behavior of the engineered barrier system used to simulate the post-closure performance of the repository are analyzed as a priority. In addition, in-situ experiments to investigate the performance of the buffer material under a real repository environment have been reviewed. State-of-the art in-situ validations of the buffer-concrete interaction, and the installation of the buffer, backfill and plug, as well as characterization of the near-field rock and the corrosion of the canister materials are, also performed.

R&D Review on the Gap Fill of an Engineered Barrier for an HLW Repository (고준위폐기물처분장 공학적방벽의 갭채움재 기술현황)

  • Lee, Jae Owan;Choi, Young-Chul;Kim, Jin-Seop;Choi, Heui-Joo
    • Tunnel and Underground Space
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    • v.24 no.6
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    • pp.405-417
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    • 2014
  • In a high-level waste repository, the gap fill of the engineered barrier is an important component that influences the performance of the buffer and backfill. This paper reviewed the overseas status of R&D on the gap fill used engineered barriers, through which the concept of the gap fill, manufacturing techniques, pellet-molding characteristics, and emplacement techniques were summarized. The concept of a gap fill differs for each country depending on its disposal type and concept. Bentonite has been considered a major material of a gap fill, and clay as an inert filler. Gap fill was used in the form of pellets, granules, or a pellet-granule blend. Pellets are manufactured through one of the following techniques: static compaction, roller compression, or extrusion-cutting. Among these techniques, countries have focused on developing advanced technologies of roller compression and extrusion-cutting techniques for industrial pellet production. The dry density and integrity of the pellet are sensitive to water content, constituent material, manufacturing technique, and pellet size, and are less sensitive to the pressure applied during the manufacturing. For the emplacement of the gap fill, pouring, pouring and tamping, and pouring with vibration techniques were used in the buffer gap of the vertical deposition hole; blowing through the use of shotcrete technology and auger placement and compaction techniques have been used in the gap of horizontal deposition hole and tunnel. However, these emplacement techniques are still technically at the beginning stage, and thus additional research and development are expected to be needed.

Assessment of Corrosion Lifetime of a Copper Disposal Canister Based on the Finnish Posiva Methodology

  • Choi, Heui-Joo;Lee, Jongyoul;Cho, Dongkeun
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.18 no.spc
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    • pp.51-62
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    • 2020
  • In this paper, an approach developed by the Finnish nuclear waste management organization, Posiva, for the construction license of a geological repository was reviewed. Furthermore, a computer program based on the approach was developed. By using the computer program, the lifetime of a copper disposal canister, which was a key engineered barrier of the geological repository, was predicted under the KAERI Underground Research Tunnel (KURT) geologic conditions. The computer program was developed considering the mass transport of corroding agents, such as oxygen and sulfide, through the buffer and backfill. Shortly after the closure of the repository, the corrosion depths of a copper canister due to oxygen in the pores of the buffer and backfill were calculated. Additionally, the long-term corrosion of a copper canister due to sulfide was analyzed in two cases: intact buffer and eroded buffer. Under various conditions of the engineered barrier, the corrosion lifetimes of the copper canister due to sulfide significantly exceeded one million years. Finally, this study shows that it is necessary to carefully characterize the transmissivity of rock and sulfide concentration during site characterization to accurately predict the canister lifetime.

Chinese buffer material for high-level radiawaste disposal --Basic features of GMZ-l

  • WEN Zhijian
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2005.11b
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    • pp.236-244
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    • 2005
  • Radioactive wastes arising from a wide range of human activities are in many different physical and chemical forms, contaminated with varying radioactivity. Their common feature is the potential hazard associated with their radioactivity and the need to manage them in such a way as to protect the human environment. The geological disposal is regarded as the most reasonable and effective way to safely disposal high-level radioactive wastes in the world. The conceptual model of geological disposal in China is based on a multi-barrier system that combines an isolating geological environment with an engineered barrier system. The buffer is one of the main engineered barriers for HLW repository. The buffer material is expected to maintain its low water permeability, self-sealing property, radio nuclides adsorption and retardation property, thermal conductivity, chemical buffering property, overpack supporting property, stress buffering property over a long period of time. Benotite is selected as the main content of buffer material that can satisfy above. GMZ deposit is selected as the candidate supplier for Chinese buffer material of High Level Radioactive waste repository. This paper presents geological features of GMZ deposit and basic property of GMZ Na bentonite. GMZ bentonite deposit is a super large scale deposits with high content of Montmorillonite (about $75\%$) and GMZ-l, which is Na-bentonite produced from GMZ deposit is selected as reference material for Chinese buffer material study.

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Prediction Model for Saturated Hydraulic Conductivity of Bentonite Buffer Materials for an Engineered-Barrier System in a High-Level Radioactive Waste Repository

  • Gi-Jun Lee;Seok Yoon;Bong-Ju Kim
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.21 no.2
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    • pp.225-234
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    • 2023
  • In the design of HLW repositories, it is important to confirm the performance and safety of buffer materials at high temperatures. Most existing models for predicting hydraulic conductivity of bentonite buffer materials have been derived using the results of tests conducted below 100℃. However, they cannot be applied to temperatures above 100℃. This study suggests a prediction model for the hydraulic conductivity of bentonite buffer materials, valid at temperatures between 100℃ and 125℃, based on different test results and values reported in literature. Among several factors, dry density and temperature were the most relevant to hydraulic conductivity and were used as important independent variables for the prediction model. The effect of temperature, which positively correlates with hydraulic conductivity, was greater than that of dry density, which negatively correlates with hydraulic conductivity. Finally, to enhance the prediction accuracy, a new parameter reflecting the effect of dry density and temperature was proposed and included in the final prediction model. Compared to the existing model, the predicted result of the final suggested model was closer to the measured values.

차세대 비휘발성 메모리 적용을 위한 Staggered Tunnel Barrier (Si3N4/ZrO2, Si3N4/HfAlO)에 대한 전기적 특성 평가

  • Lee, Dong-Hyeon;Jeong, Hong-Bae;Lee, Yeong-Hui;Jo, Won-Ju
    • Proceedings of the Korean Vacuum Society Conference
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    • 2011.08a
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    • pp.288-288
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    • 2011
  • 최근 Charge Trap Flash (CTF) Non-Volatile Memory (NVM) 소자가 30 nm node 이하로 보고 되면서, 고집적화 플래시 메모리 소자로 각광 받고 있다. 기존의 CTF NVM 소자의 tunnel layer로 쓰이는 SiO2는 성장의 용이성과 Si 기판과의 계면특성, 낮은 누설전류와 같은 장점을 지니고 있다. 하지만 단일층의 SiO2를 tunnel layer로 사용하는 기존의 Non-Valatile Memory (NVM)는 두께가 5 nm 이하에서 direct tunneling과 Stress Induced Leakage Current (SILC) 등의 효과로 인해 게이트 누설 전류가 증가하여 메모리 보존특성의 감소와 같은 신뢰성 저하에 문제점을 지니고 있다. 이를 극복하기 위한 방안으로, 최근 CTF NVM 소자의 Tunnel Barrier Engineered (TBE) 기술이 많이 접목되고 있는 상황이다. TBE 기술은 SiO2 단일층 대신에 서로 다른 유전율을 가지는 절연막을 적층시킴으로서 전계에 대한 민감도를 높여 메모리 소자의 쓰기/지우기 동작 특성과 보존특성을 동시에 개선하는 방법이다. 또한 터널링 절연막으로 유전률이 큰 High-K 물질을 이용하면 물리적인 두께를 증가시킴으로서 누설 전류를 줄이고, 단위 면적당 gate capacitance값을 늘릴 수 있어 메모리 소자의 동작 특성을 개선할 수 있다. 본 연구에서는 CTF NVM 소자의 trap layer로 쓰이는 HfO2의 두께를 5 nm, blocking layer의 역할을 하는 Al2O3의 두께를 12 nm로 하고, tunnel layer로 Si3N4막 위에 유전율과 Energy BandGap이 유사한 HfAlO와 ZrO2를 적층하여 Program/Erase Speed, Retention, Endurance를 측정을 통해 메모리 소자로서의 특성을 비교 분석하였다.

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Annealing Effects of Tunneling Dielectrics Stacked $SiO_2/Si_3N_4$ Layers for Non-volatile Memory (비휘발성 메모리를 위한 $SiO_2/Si_3N_4$ 적층 구조를 갖는 터널링 절연막의 열처리 효과)

  • Kim, Min-Soo;Jung, Myung-Ho;Kim, Kwan-Su;Park, Goon-Ho;Jung, Jong-Wan;Chung, Hong-Bay;Cho, Won-Ju
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2008.11a
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    • pp.128-129
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    • 2008
  • The annealing effects of $SiO_2/Si_3N_4$ stacked tunneling dielectrics were investigated. I-V characteristics of band gap engineered tunneling gate stacks consisted of $Si_3N_4/SiO_2/Si_3N_4$(NON), $SiO_2/Si_3N_4/SiO_2$(ONO) dielectrics were evaluated and compared with $SiO_2$ single layer using the MOS(Metal-Oxide-Semiconductor) capacitor structure. The leakage currents of engineered tunneling barriers (ONO, NON stacks) are lower than that of the conventional $SiO_2$ single layer at low electrical field. Meanwhile, the engineered tunneling barriers have larger tunneling current at high electrical field and improved electrical characteristics by annealing processes than $SiO_2$ layer.

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A new proposal for controlled recycling of decommissioning concrete waste as part of engineered barriers of a radioactive waste repository and related comprehensive safety assessment

  • In Gyu Chang;Jae Hak Cheong
    • Nuclear Engineering and Technology
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    • v.55 no.2
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    • pp.530-545
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    • 2023
  • As an alternative to conventional management options for a lot of concrete waste from decommissioning of nuclear power plants, a set of scenarios for controlled recycling of decommissioning concrete waste as engineered barriers of a radioactive waste repository was proposed, and a comprehensive safety assessment model and framework covering both pre-and post-closure phases was newly developed. The new methodology was applied to a reference vault-type repository, and the ratios of derived concentration limits to unconditional clearance levels of eighteen radionuclides for controlled recycling were provided for three sets of dose criteria (0.01, 1, and 20 mSv/y for the pre-closure and 0.01 mSv/y for the post-closure phases). It turns out that decommissioning concrete waste whose concentration is much higher than the unconditional clearance level can be recycled even when the dose criterion 0.01 mSv/y is applied. Moreover, a case study on ABWR bio-shield shows that the fraction of recyclable concrete waste increases significantly by increasing the dose criterion for the radiation worker in the pre-closure phase or the duration of storage prior to recycling. The results of this study are expected to contribute to demonstrating the feasibility of controlled recycling of a lot of decommissioning concrete waste within nuclear sectors.