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刘晓燕, 刘路路, 蔡国军, 刘松玉. 温度和盐/碱作用下膨润土-砂-石墨缓冲材料膨胀力性能演化[J]. 岩土工程学报, 2023, 45(12): 2463-2471. DOI: 10.11779/CJGE20220821
引用本文: 刘晓燕, 刘路路, 蔡国军, 刘松玉. 温度和盐/碱作用下膨润土-砂-石墨缓冲材料膨胀力性能演化[J]. 岩土工程学报, 2023, 45(12): 2463-2471. DOI: 10.11779/CJGE20220821
LIU Xiaoyan, LIU Lulu, CAI Guojun, LIU Songyu. Evolution of swelling pressure properties of bentonite-sand-graphite buffer materials under action of temperature and salt/alkali[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(12): 2463-2471. DOI: 10.11779/CJGE20220821
Citation: LIU Xiaoyan, LIU Lulu, CAI Guojun, LIU Songyu. Evolution of swelling pressure properties of bentonite-sand-graphite buffer materials under action of temperature and salt/alkali[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(12): 2463-2471. DOI: 10.11779/CJGE20220821

温度和盐/碱作用下膨润土-砂-石墨缓冲材料膨胀力性能演化

Evolution of swelling pressure properties of bentonite-sand-graphite buffer materials under action of temperature and salt/alkali

  • 摘要: 缓冲材料是核废料等高放废物地质处置库的最后一道工程屏障,要想科学合理地评估缓冲材料的实际工作性能,需对温度场和化学场作用下非饱和缓冲材料的膨胀特性有清晰的认识。以膨润土-砂-石墨缓冲材料(BSG)为硏究对象,基于自主研发的膨胀力试验装置,系统研究了温度、化学溶液对BSG混合物的膨胀力的影响。结果表明:高温和化学溶液降低膨胀力。阳离子类型的影响通过其化学活性的差异来解释。Ca2+离子具有比Na+离子更高的交换容量。温度对膨胀力的影响超过了阳离子类型,在室温条件下,加入CaCl2溶液的BSG混合物的膨胀力高于加入NaCl溶液的,而高温下规律则相反。随着NaOH溶液pH值的增加,膨胀力减小。在较高的温度下,下降速率取决于NaOH溶液pH值。高浓度的OH-有利于双层膨胀和土体结构重排,不同浓度的NaOH溶液对膨胀力的影响表现为Na+和OH-的相互作用。土体结构重新排列引起的双层膨胀力的增加和膨胀力的降低分别由双层厚度的减小和蒙脱石和硅酸盐矿物的溶解控制。

     

    Abstract: The buffer materials are the last engineering barrier for the repository of high-level radioactive wastes. It is necessary to have a deep understanding of the swelling characteristics of unsaturated buffer materials under the action of temperature and chemical fields. The bentonite-sand-graphite (BSG) buffer materials are taken as the research object. Based on the self-developed swelling pressure test devices, the influences of temperature and chemical solution on the swelling pressure of the BSG mixture are systematically studied. The results show that the high temperature and chemical solution reduce the swelling pressure. The influences of cation type are explained by the difference of its chemical activity. Ca2+ has higher exchange capacity than Na+. The influences of temperature on the swelling pressure are more than those of cation type. At room temperature, the swelling pressure of the BSG mixture with CaCl2 solution is higher than that with NaCl solution, while the rule is opposite at high temperature. The swelling pressure decreases with the increase of pH value of NaOH solution. At higher temperatures, the rate of decline depends on the pH of the NaOH solution. High OH- concentration is conducive to double-layer swelling and rearrangement of soil structure. The influences of NaOH solution with different concentrations on the swelling pressure are shown by the interaction of Na+and OH-. The increase and decrease of the double-layer swelling pressure caused by the rearrangement of soil structure are controlled by the decrease of the double-layer thickness and the dissolution of montmorillonite and silicate minerals, respectively.

     

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