含接缝的膨润土砌块缓冲材料愈合过程计算

COMPUTATION FOR SELF-HEALING PROCESS IN UNSATURATED BENTONITE BUFFER MATERIAL WITH BLOCK JOINTS

  • 摘要: 在高放废物处置库的设计中,缓冲材料一般以膨润土砌块拼接的形式回填在废物罐周围,罐体、砌块、围岩之间的缝隙通过接缝材料进行填充。该文通过对GMZ01膨润土已有的试验数据进行整理,结合孔隙介质热-水-力(THM)耦合的基本理论,建立了含接缝的缓冲材料的THM过程耦合计算模型,利用Comsol Multiphysics平台进行计算,研究了接缝对缓冲材料膨胀、渗透和导热性能的影响,以及愈合效应的产生,并重点分析了接缝的类型、数量、干密度和宽度,以及砌块的拼接形式对渗透性能的影响。接缝的存在会极大的增加缓冲材料的渗透性,但是随着时间推移,接缝的渗透率会显著降低。材料最终的平均渗透率主要取决于平均干密度,而接缝的分布和砌块的拼接方式影响较小。

     

    Abstract: In the design of a high-level radioactive waste repository, the buffer material is generally backfilled around the waste canister in the form of bentonite block splicing, and the gaps between the tank body, the block and the surrounding rock are filled with the joint material. Based on the experimental data of GMZ01 bentonite and the basic theory of thermo-hydro-mechanical coupling (THM) in porous media, a THM coupling calculation model was established, numerical calculations are performed on the Comsol Multiphysics platform. The effects of joints on the expansion, the permeability and thermal conductivity of buffer materials, and the self-healing effects were studied. The types, the influence of quantities, dry density and width of joints, as well as the splicing forms of blocks on the permeability were analyzed. The joints can greatly increase the permeability of the buffer material, but the permeability of the joints decreases significantly over time. The final average permeability of the material mainly depends on the average dry density, while the distribution of the joints and the splicing of the block are less affected.

     

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