纳米改性膨润土接缝密封浆液的干缩特性与改性机制研究

    DRYING SHRINKAGE BEHAVIOR AND MODIFICATION MECHANISMS OF NANO-MODIFIED BENTONITE SLURRY FOR JOINT SEALING

    • 摘要: 高放废物处置库辐射热引起的高温对于采用膨润土浆液进行砌块屏障施工接缝密封的密封效果具有显著影响,研究改性膨润土浆液在不同温度下的开裂特征与开裂机制,对评价处置库的长期密封性能具有重要意义。本研究针对纳米膨润土质量分数分别为10%、15%和20%的改性膨润土浆液。选取25℃、45℃、65℃和85℃ 4种温度条件,开展改性浆液的干燥试验。通过浆液称重及PCAS软件分析其干缩状况,获取改性浆液在干燥环境下的蒸发速率、表面裂隙密度、裂隙率等,进而评估浆液的裂隙特征及改性剂对其干缩特性的影响机制。结合SEM试验,进一步探讨不同温度条件下纳米膨润土的作用机理。研究表明:纳米改性膨润土浆液中,膨润土与纳米膨润土结合致密,有效抑制水分蒸发和裂隙发育。随着温度的增加,浆液表层出现结皮硬化,抑制了水分的快速蒸发,蒸发速率曲线由单峰逐渐向双峰转变。与此同时,随着纳米膨润土质量分数的增加,浆液裂隙密度呈现单调递减的趋势。纳米膨润土改性膨润土浆液干燥过程依次经历起始蒸发阶段、平稳蒸发阶段、减少蒸发阶段和残余蒸发阶段4个阶段。综合蒸发速率和裂隙密度等多参数评价,采用10%质量分数纳米膨润土改性后的膨润土浆液抗干缩特性最佳。

       

      Abstract: High temperatures induced by decay heat in high-level radioactive waste(HLW)repositories significantly affect the sealing performance of construction joints in block barriers sealed with bentonite slurry. Investigating the cracking behavior and mechanisms of modified bentonite slurries under different thermal conditions is therefore essential for evaluating the long-term sealing performance of repositories. This study examined bentonite slurries modified with nano-bentonite at contents of 10%, 15%, and 20%. Drying experiments were conducted at 25℃, 45℃, 65℃, and 85℃. We analyzed drying shrinkage using mass-loss measurements and PCAS image processing, and quantified key parameters including evaporation rate, surface crack density, and crack ratio. These results allowed us to evaluate cracking characteristics and clarify the influence mechanism of the modifier on drying shrinkage behavior. We further investigated the action mechanism of nano-bentonite at different temperatures using scanning electron microscopy(SEM). The results showed that nano-bentonite and bentonite formed a dense microstructural network that effectively suppressed moisture evaporation and crack development. As temperature increased, a hardened crust developed on the slurry surface and inhibited rapid water loss, causing the evaporation-rate curve to evolve from a unimodal to a bimodal pattern. Meanwhile, increasing the nano-bentonite content monotonically reduced crack density. The drying process of nano-bentonite-modified bentonite slurry proceeded through four successive stages: initial evaporation, steady evaporation, reduced evaporation, and residual evaporation. Based on a multi-parameter evaluation of slurry viscosity, evaporation rate, and crack density, the bentonite slurry modified with 10% nano-bentonite exhibited the best resistance to drying shrinkage.

       

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