Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (2): 433-442.doi: 10.16285/j.rsm.2023.0555

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Diffusion modeling of bentonite colloids in fractures of repository surrounding rocks

CHEN Bao1, 2, XIANG Ping1, DENG Rong-sheng1   

  1. 1. College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
  • Received:2023-05-05 Accepted:2023-07-31 Online:2024-02-11 Published:2024-02-06
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42272324).

Abstract: In order to predict the diffusion process of bentonite colloids in the fractures of surrounding rocks in the deep geological repository of high-level radioactive waste in Beishan, Gansu, a diffusion model that integrates the self-weight of bentonite colloid particles and hydration force is proposed. The effects of sodium ion concentration, hydration force, self-weight of colloid particles, and volume fraction of montmorillonite on the diffusion process and diffusion coefficient of bentonite colloids were investigated. The results show that both the diffusion rate and diffusion distance of bentonite colloids decrease with the increase of sodium ion concentration. The greater the self-weight of colloidal particles, the more significant their impact on diffusion. As the diffusion proceeds, the influence of hydration force on diffusion gradually decreases, while the influence of van der Waals force and diffusion double-layer force gradually increases, and in general, the diffusion coefficient of bentonite colloids decreases first and then increases. When the volume fraction of montmorillonite is small (φ <0.45), the diffusion coefficient generally increases with the increase of sodium ion concentration; when the volume fraction of montmorillonite is large (φ >0.45), the influence of sodium ion concentration on the diffusion coefficient is relatively small.

Key words: bentonite colloids, colloid diffusion model, diffusion coefficient, particle self-weight, hydration force

CLC Number: 

  • TU 443
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[2] GUO Jian-qiang , LIU Xin-rong, WANG Jun-bao, HUANG Zhi-hong,. Strength criterion of rock based on elastic strain energy [J]. , 2016, 37(S2): 129-136.
[3] ZHANG Ding-wen , ZHANG Tao , LIU Song-yu , CAO Zhi-Guo , . Effect of carbonation on leaching properties of cement stabilized/solidified lead contaminated soil [J]. , 2016, 37(1): 41-48.
[4] BO Yu-lin , YU Bo-wei , DU Yan-jun , WEI Ming-li , . Strength and leachability of lead contaminated clay stabilized by GGBS-MgO [J]. , 2015, 36(10): 2877-2891.
[5] LIANG Yue , WANG Jun-jie , LIU Ming-wei , . Numerical model for contaminant preferential migration based on flow net element [J]. , 2015, 36(10): 3007-3014.
[6] ZHANG Ming,ZHANG Hu-yuan,JIA Ling-yan. Unsaturated water diffusion in compacted bentonite-sand mixtures as a high level radioactive waste buffer by infiltration tests [J]. , 2012, 33(6): 1673-1678.
[7] HE Jun,SHI Jian-yong,LIAO Zhi-qiang,ZHU Ning. Test of ions diffusion in bentonite [J]. , 2007, 28(4): 831-835.
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