Saturated hydraulic conductivity of bentonite-sand barrier material for nuclear waste repository: effects of physical, mechanical thermal and chemical factors

被引:9
作者
Alzamel, Mohammed [1 ]
Haruna, Sada [1 ]
Fall, Mamadou [1 ]
机构
[1] Univ Ottawa, Dept Civil Engn, 161 Colonel By, Ottawa, ON K1N 6N5, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Bentonite-sand mixture; Engineered barrier material; Deep geological repository; Hydraulic conductivity; Pore water chemistry; Temperature; Nuclear waste management; COMPACTED GMZ BENTONITE; SWELLING CHARACTERISTICS; ENGINEERING PROPERTIES; SALT-SOLUTIONS; BEHAVIOR; PRESSURES; SIMULATION; EVOLUTION; MIXTURES; POROSITY;
D O I
10.1007/s12665-022-10358-0
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Deep geological repositories (DGRs) are considered the most promising technology for the long-term management of nuclear wastes. One of the major functions of the buffer or barrier material used in DGRs for nuclear waste is to prevent the release of high-level radioactive chemicals into the environment in the event of failure. To accomplish this, the buffer is typically designed to have very low hydraulic conductivity. The effects of mix-composition, swelling condition, temperature and groundwater chemistry on the hydraulic conductivity of compacted bentonite-sand barrier material were investigated in this study. Permeability tests were carried out using flexible wall permeameter after flooding the compacted samples in simulated groundwater. The obtained results showed that the saline groundwater prevailing in the Guelph region of Canada as well as high temperature have a negative impact on the swelling potentials of the buffer material, consequently increasing the hydraulic conductivity. The saline water reduces the thickness of the diffuse double-layer which is accompanied by a weak repulsion between the clay minerals. Similarly, elevated temperature decreases the basal spacing between the bentonite clay minerals which also results in less swelling. The combination of high temperature and salt concentration have an increased negative influence on the hydraulic conductivity. Furthermore, it was observed that restricting the swelling of the bentonite-sand mixture produces a well-packed material with a very low hydraulic conductivity compared to the free swelling. High confining pressure generates higher swelling stress from the hydration of clay minerals, which expand to fill the voids between the sand particles. It was also observed that increasing the percentage of bentonite and the initial dry density of the mix reduced the hydraulic conductivity by eliminating interparticle voids in the material. The research findings presented in this manuscript provide valuable information that will contribute to gain a deeper insight into the impact of field conditions (temperature, groundwater chemistry, confinement) and material characteristics (composition, dry density) on the permeability of bentonite-sand barrier, which is essential for a safe long-term management of radioactive wastes.
引用
收藏
页数:13
相关论文
共 21 条
  • [1] Saturated hydraulic conductivity of bentonite–sand barrier material for nuclear waste repository: effects of physical, mechanical thermal and chemical factors
    Mohammed Alzamel
    Sada Haruna
    Mamadou Fall
    Environmental Earth Sciences, 2022, 81
  • [2] Hydraulic conductivity of air-dried bentonite-sand blocks permeated with synthetic groundwater from radioactive waste repository
    Zhou, Guangping
    Tan, Yu
    Peng, Yu
    Zhang, Huyuan
    Zhang, Poyu
    Chen, Jiannan
    Liu, Ping
    CANADIAN GEOTECHNICAL JOURNAL, 2025, 62
  • [3] Saturated hydraulic conductivity of compacted bentonite-sand mixtures before and after gas migration in artificial seawater
    Watanabe, Yasutaka
    Yokoyama, Shingo
    Shimbashi, Misato
    Yamamoto, Yoichi
    Goto, Takahiro
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 15 (01): : 216 - 226
  • [4] Prediction Model for Saturated Hydraulic Conductivity of Bentonite Buffer Materials for an Engineered-Barrier System in a High-Level Radioactive Waste Repository
    Lee, Gi-Jun
    Yoon, Seok
    Kim, Bong-Ju
    JOURNAL OF NUCLEAR FUEL CYCLE AND WASTE TECHNOLOGY, 2023, 21 (02): : 225 - 234
  • [5] Thermal conductivity and shrinkage characteristics of bentonite-fly ash and bentonite-sand backfill material
    Sah, Pawan Kishor
    Kumar, Shiv Shankar
    GRANULAR MATTER, 2025, 27 (01)
  • [6] The influence of isotropic loading and unloading on anisotropic evolution of saturated hydraulic conductivity of bentonite-sand mixtures in a cube triaxial permeameter
    Sadeghi, Hamed
    Gholami, Mostafa
    Alipanahi, Pouya
    Song, Dongri
    ENGINEERING GEOLOGY, 2024, 331
  • [7] Effects of clay-mineral type and content on the hydraulic conductivity of bentonite-sand mixtures made of Kunigel bentonite from Japan
    Kohno, Masanori
    Nara, Yoshitaka
    Kato, Masaji
    Nishimura, Tsuyoshi
    CLAY MINERALS, 2018, 53 (04) : 721 - 732
  • [8] Thermal Conductivity of Korean Compacted Bentonite Buffer Materials for a Nuclear Waste Repository
    Yoon, Seok
    Cho, WanHyoung
    Lee, Changsoo
    Kim, Geon-Young
    ENERGIES, 2018, 11 (09)
  • [9] Swelling ability and behaviour of bentonite-based materials for deep repository engineered barrier systems: Influence of physical, chemical and thermal factors
    Alzamel, Mohammed
    Fall, Mamadou
    Haruna, Sada
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 14 (03) : 689 - 702
  • [10] Thermal Conductivity of Compacted GO-GMZ Bentonite Used as Buffer Material for a High-Level Radioactive Waste Repository
    Chen, Yong-Gui
    Liu, Xue-Min
    Mu, Xiang
    Ye, Wei-Min
    Cui, Yu-Jun
    Chen, Bao
    Wu, Dong-Bei
    ADVANCES IN CIVIL ENGINEERING, 2018, 2018