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刘樟荣, 崔玉军, 叶为民, 王琼, 张召, 陈永贵. 缓冲/回填材料——膨润土颗粒及其混合物研究进展[J]. 岩土工程学报, 2020, 42(8): 1401-1410. DOI: 10.11779/CJGE202008004
引用本文: 刘樟荣, 崔玉军, 叶为民, 王琼, 张召, 陈永贵. 缓冲/回填材料——膨润土颗粒及其混合物研究进展[J]. 岩土工程学报, 2020, 42(8): 1401-1410. DOI: 10.11779/CJGE202008004
LIU Zhang-rong, CUI Yu-jun, YE Wei-min, WANG Qiong, ZHANG Zhao, CHEN Yong-gui. Advances in researches on buffer/backfilling materials—bentonite pellets and pellet mixtures[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(8): 1401-1410. DOI: 10.11779/CJGE202008004
Citation: LIU Zhang-rong, CUI Yu-jun, YE Wei-min, WANG Qiong, ZHANG Zhao, CHEN Yong-gui. Advances in researches on buffer/backfilling materials—bentonite pellets and pellet mixtures[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(8): 1401-1410. DOI: 10.11779/CJGE202008004

缓冲/回填材料——膨润土颗粒及其混合物研究进展

Advances in researches on buffer/backfilling materials—bentonite pellets and pellet mixtures

  • 摘要: 膨润土颗粒是一种用于填充高放废物地质处置库中各种施工接缝和空隙的缓冲/回填材料。从膨润土颗粒的制备方法、填充技术与堆积性质、热传导特性、水力特性、结构演化规律及力学特性等6个方面,全面回顾和总结了近年来对膨润土颗粒的研究成果与最新进展,并分别指出了各方面值得进一步深入研究的几个课题。研究表明,膨润土颗粒可由多种方法制备,也可采用多种技术填充到处置库中,其堆积干密度和均匀性与充填技术、级配、堆积方式等因素有关,其热传导系数与干密度、含水率和温度等因素有关,其水力–力学特性与级配、干密度及温度等因素有关。通水水化或降低吸力过程中,颗粒混合物由初始松散结构逐渐转变为胶结融合结构,及至水化饱和后基本达到宏观上的均一化结构,但微观层次的均一化过程仍将持续漫长的时间。考虑到处置库实际运营工况的复杂性,科学高效的颗粒混合物填充技术、多场(热–水–化–力)耦合条件下的颗粒混合物水力–力学特性及结构演化规律是今后值得深入探索的研究方向。

     

    Abstract: The bentonite pellet is considered as an alternative buffer/backfilling material to fill technological voids and empty space in high-level radioactive waste (HLW) repository. The previous studies on the bentonite pellets are carefully reviewed and summarized, including their manufacturing methods, emplacement techniques, thermal conductivity, hydraulic behavior, structural change and mechanical behavior. Correspondingly, the research subjects worth further investigation are put forward. The results in the literatures indicate that the pellets can be manufactured and emplaced using several techniques, which together with size gradation and packing protocol can influence the packing dry density and homogeneity. For the pellet mixtures, the thermal conductivity is mainly governed by dry density, water content and temperature, and the hydro-mechanical behavior is related to size gradation, dry density and temperature. Upon liquid or suction controlled hydration, the initial loose-structured pellet mixtures will gradually transfer to the cemented state and finally present a homogeneous appearance at saturation. However, much longer duration is required before getting a completely homogeneous state. Considering the complexity of the operation conditions in a HLW repository, the improvements on emplacement techniques of the pellets and the investigations on the hydro-mechanical behavior and structural change under the coupled thermo-hydro-chemo-mechanical conditions should be further conducted.

     

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