Thermal impacts on the erosion of compacted bentonite under flow rate

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL
Süleyman Bülbül, Majid sedighi, Ozer Sevim
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Abstract

Compacted bentonite is widely used as a filling and barrier material for underground storage of spent nuclear fuel waste due to its favorable properties. Over its design life, this compacted clay may be exposed to groundwater from the surrounding host rock. Depending on the modeling approaches and assumptions, the temperature to which the compacted bentonite will be exposed can vary. This paper presents the findings of laboratory investigations on the erosion of compacted bentonite at ambient temperature (26 °C) and elevated temperature (80 °C) temperatures. The compacted bentonite samples, with dry densities of 1.72 g/cm3 and 1.73 g/cm3 were subjected to erosion under a flow rate of 0.22 ml/min at 26 °C and 80 °C, respectively. The dynamic light scattering (DLS) method was employed to measure the size and quantity of the eroded particles. The amount of daily erosion and the size of the eroded particles were determined from effluent samples. The results indicate that the amount of eroded bentonite particles increased significantly with increasing temperature. Additionally, as temperature increased, the size of bentonite particles in the effluent decreased within a specific range. At 26 °C, particle sizes ranged from 59 to 6358 nm, whereas at 80 °C, the particle size distribution narrowed.

热对流速条件下压实膨润土侵蚀的影响
压实膨润土因其良好的特性,被广泛用作乏核燃料废料地下贮存的填充和隔离材料。在其设计寿命期间,这种压实粘土可能会暴露在周围主岩的地下水中。根据建模方法和假设,压实膨润土暴露的温度可能会有所不同。本文介绍了实验室对压实膨润土在环境温度(26 °C)和高温(80 °C)下受到侵蚀的研究结果。对干密度分别为 1.72 g/cm3 和 1.73 g/cm3 的压实膨润土样品分别在 26 °C 和 80 °C 下以 0.22 ml/min 的流速进行侵蚀。采用动态光散射(DLS)法测量侵蚀颗粒的大小和数量。从污水样品中测定了每天的侵蚀量和侵蚀颗粒的大小。结果表明,随着温度的升高,膨润土颗粒的侵蚀量显著增加。此外,随着温度的升高,污水中膨润土颗粒的大小也在一定范围内减小。在 26 °C 时,颗粒大小在 59 纳米到 6358 纳米之间,而在 80 °C 时,颗粒大小分布变窄。
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来源期刊
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
期刊介绍: Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science. The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics. The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation. In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.
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