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曾召田, 林铭宇, 孙德安, 邵捷昇, 曹珊珊, 吕海波. 高温条件下膨润土缓冲材料工程屏障性能热老化的时间效应及微观机理[J]. 岩土工程学报. DOI: 10.11779/CJGE20240418
引用本文: 曾召田, 林铭宇, 孙德安, 邵捷昇, 曹珊珊, 吕海波. 高温条件下膨润土缓冲材料工程屏障性能热老化的时间效应及微观机理[J]. 岩土工程学报. DOI: 10.11779/CJGE20240418
Influence of thermal ageing time on barrier properties of bentonite as a buffer material at high temperature conditions and its micro-mechanism[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240418
Citation: Influence of thermal ageing time on barrier properties of bentonite as a buffer material at high temperature conditions and its micro-mechanism[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240418

高温条件下膨润土缓冲材料工程屏障性能热老化的时间效应及微观机理

Influence of thermal ageing time on barrier properties of bentonite as a buffer material at high temperature conditions and its micro-mechanism

  • 摘要: 高温条件下膨润土缓冲材料工程屏障性能的热老化时效性对于评价核废物深地质处置库的长期运营安全具有重要意义。对MX-80膨润土粉末进行不同热老化时间(t=0、15、30、60、90、120d)的高温预处理,研究热老化后膨润土的工程屏障性能参数(导热系数λ、恒体积膨胀力Ps、无侧限抗压强度qu、比表面积SSA)随热老化时间t的演化规律;基于X射线衍射、热失重分析和扫描电镜等试验探讨了高温热老化后MX80膨润土中矿物成分、吸附水、微结构的变化趋势,从微观角度揭示出高温条件下热老化时间对膨润土缓冲材料工程屏障性能的影响机制。试验结果表明:(1)MX80膨润土的工程屏障性能均随热老化时间t的增加而递减,呈现出显著的时间效应,其主要发生在0~15d,衰减率为56.89~68.51%;(2)高温热老化过程中,膨润土中蒙脱石矿物部分转化为钠云母、土中吸附水脱失、土体微结构演化,上述微观变化与其工程屏障性能热老化时效性具有较好的一致性;(3)高温条件下,MX80膨润土的工程屏障性能参数与其蒙脱石含量Cm、吸附水含量w均呈线性正相关,表明膨润土的矿物成分转化、土中吸附水变化、土体微结构演化是引起其工程屏障性能热老化时效性的本质原因。

     

    Abstract: The effect of thermal aging time on the engineering barrier performance of bentonite buffer material at high temperature is of great significance for evaluating the long-term operation safety of nuclear waste deep geological repositories. MX80 bentonite powder was pretreated at high temperature of 200℃ with different thermal aging time (t=0, 15, 30, 60, 90, 120d), and the evolution of engineering barrier performance parameters such as thermal conductivity λ, constant volume expansion force Ps, unconfined compressive strength qu, and specific surface area SSA with thermal ageing time t was studied. The variation trend of mineral composition, adsorbed water and microstructure in MX80 bentonite after high temperature aging was discussed by the X-ray diffraction (XRD), thermogravimetric analysis (TGA),and scanning electron microscope (SEM), and the influence mechanism of thermal aging time on engineering barrier properties of bentonite buffer material was revealed from a microscopic perspective. The test results show that: 1) the engineering barrier performance parameters (λ 、Ps 、qu 、SSA) of MX80 bentonite decrease with thermal aging time t increasing, showing a significant time effect which mainly occurred in 0 to 15 days with a decay rate of 56.89 to 68.51%. 2) During high temperature aging, montmorillonite minerals in bentonite are partially transformed into sodium mica, adsorbed water in soil is lost, and soil microstructure evolves. The above microscopic changes are consistent with the time effect of thermal aging in engineering barrier properties. 3) Under high temperature conditions, the engineering barrier performance parameters (λ 、Ps 、qu 、SSA) of MX80 bentonite are linearly positively correlated with the montmorillonite content Cm and adsorbed water content w, indicating that the transformation of bentonite mineral composition, the loss of adsorbed water in soil, and the evolution of soil microstructure are the essential reasons for influence of thermal ageing time on the engineering barrier properties of bentonite.

     

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