高温强碱条件下膨润土物理性能的时效性研究
CSTR:
作者:
作者单位:

1.桂林理工大学 广西岩土力学与工程重点实验室;2.贺州学院建筑与电气工程学院

中图分类号:

TU 443

基金项目:

国家自然科学基金(41962014; 42167020);广西自然科学基金(2018GXNSFDA281038;2019GXNSFAA245025)


Aging effect on physical properties of bentonite under high temperature-strong alkaline conditions
Author:
Affiliation:

1.Guangxi Key Laboratory of Geomechanics and Engineering,Guilin University of Technology,Guilin;2.School of Architecture and Electrical Engineering,Hezhou University,Hezhou

Fund Project:

National Natural Science Foundation of China (No.41962014;No. 42167020); Natural Science Foundation of Guangxi Province (No. 2018GXNSFDA281038; No. 2019GXNSFAA245025)

  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [19]
  • | |
  • 引证文献
  • | |
  • 文章评论
    摘要:

    在深地质处置库运营过程中,作为缓冲层材料的膨润土将长期处于高温强碱环境中,其物理性能会随时间发生劣化效应。为探讨高温强碱条件下膨润土物理性能的时效性,对MX-80膨润土粉末进行了不同时长(t= 0、15、30、45、60、90d)的高温强碱作用预处理(温度T=90°C,碱溶液浓度CNaOH=0.5mol/L),通过室内试验研究了MX-80膨润土的比重、比表面积和膨胀指数等物理性能指标随反应时长t的变化规律,并选择部分代表性试样进行X射线衍射(XRD)试验和热重分析(TGA)试验,从微观角度对高温强碱条件下膨润土物理性能的时效性进行合理解释。试验结果表明,高温强碱作用预处理后MX-80膨润土的比重、比表面积和膨胀指数在0~45d内急剧下降,45d后趋于稳定,90d后三者降幅分别为13.6%、18.5%、58.1%;膨润土的主要矿物蒙脱石含量大幅减少,钠长石含量有所增加,90d后二者变化量分别为-23.3%、+3.7%;膨润土颗粒吸附的自由水、弱结合水和强结合水的含量减少,90d后三者含量分别减少2.84%、0.13%、0.24%;高温强碱条件下膨润土物理性能随时间发生劣化效应的根本原因在于膨润土中有效成分蒙脱石发生溶解,其含量下降导致比重、膨胀指数和比表面积降低

    Abstract:

    During the operation of the deep geological repository, the bentonite as a buffer material will be in a high temperature-strong alkaline environment for a long time, and its physical properties will deteriorate with time. Aging effect on physical property of MX-80 bentonite powder at high temperature and strong alkali conditions was investigated in this paper. MX-80 bentonite was subjected to alkali-heat conditions, i.e.,T=90°C and CNaOH=0.5mol/L for a time duration of 0, 15, 30, 45, 60, 90 days. The variation of physical properties such as the specific gravity, specific surface area and swell index of MX-80 bentonite was studied through laboratory experiments. Some representative specimens were selected for X-ray diffraction (XRD) tests and thermogravimetric analysis (TGA) tests to provide a reasonable explanation from microscopic perspective. The results showed that the specific gravity, specific surface area and swell index of bentonite decreased sharply from 0 to 45 days, gradually levelling off after then, finally, the reduction amplitudes were 13.6%, 18.5% and 58.1% after 90 days, respectively. Montmorillonite content decreased and albite content increased. The changes of montmorillonite and albite were -23.3% and +3.7% after 90 days. The content of free water, weakly bound water and strongly bound water decreased, and the content of the three decreased by 2.84%, 0.13% and 0.24% respectively after 90 days. The fundamental reason for the deterioration effect of bentonite physical properties over time under high temperature and strong alkali conditions was the dissolution of montmorillonite. The decrease in montmorillonite content leaded to a decrease in specific gravity, swell index and specific surface.

    参考文献
    [1] 王驹, 陈伟明, 苏锐, 等. 高放废物地质处置及其若干关键科学问题[J]. 岩石力学与工程学, 2006,25(4):801 -812.WANG J, CHEN W M, SU R, et al. Geological disposal of high level radioactive waste and its key scientific issues. [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(4):801-812. (in Chinese)
    [2] 张虎元, 童艳梅, 贾全全. 强碱性溶液扩散对高庙子膨润土的化学腐蚀[J]. 岩石力学与工程学报, 2020,39(1): 166-176.ZHANG H Y, TONG Y M, JIA Q Q. Corrosion of GMZ bentonite by diffusion of strong alkaline solution[J]. Chinese Journal of Rock Mechanics and Engineering, 2020,39(1):166-176. (in Chinese)
    [3] WEN Z J. Physical property of China’s buffer material for high-level radioactive waste repositories[J]. Chinese Journal of Rock Mechanical and Engineering, 2006,25(4): 794-800.
    [4] RAMIREZ S, CUEVAS J, VIGIL R, et al. Hydrothermal alteration of "La Serrata" bentonite (Almeria, Spain) by alkaline solutions[J]. Applied Clay Science, 2002, 21(5/6): 257-269.
    [5] 秦爱芳, 胡宏亮. 碱性溶液饱和高庙子钙基膨润土膨胀特性及预测[J]. 岩土力学, 2020,41(增刊1):123-131.QIN A F, HU H L. Swelling characteristics of Gaomiaozi Ca-bentonite saturated in alkaline solution and prediction[J]. Rock and Soil Mechanics, 2020, 41(S1): 123-131. (in Chinese)
    [6] BAUER A, VELDE B. Smectite transformation in high molar KOH solutions[J]. Clay Minerals, 1999,34(2):259 -273.
    [7] 陈宝, 张会新, 陈萍. 高碱溶液对高庙子膨润土侵蚀作用的研究[J]. 岩土工程学报, 2013,35(1):181-186.CHEN B, ZHANG H X, CHEN P. Erosion effect of hyper-alkaline solution on Gaomiaozi bentonite[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 181-186. (in Chinese)
    [8] KALE R C, RAVI K. Influence of thermal loading on index and physicochemical properties of Barmer bentonite[J]. Applied Clay Science, 2018,165(12): 22-39.
    [9] 谈云志, 李辉, 王培荣, 等. 膨润土受热作用后的水-力性能研究[J]. 岩土力学, 2019, 40(2):489-496.TAN Y Z, LI H, WANG P R, et al. Hydro-mechanical performances of bentonite respond to heat-treates history[J]. Rock and Soil Mechanics, 2019, 40(2):489-496. (in Chinese)
    [10] 秦亚婷,彭同江,孙红娟,等.高温处理对钠化膨润土蒙脱石结构变化的影响[J]. 四川大学学报(自然科学版), 2021, 58(3):159-164.QIN Y T, PENG T J, SUN H J, et al. The effect of high temperature treatment on the structure of sodiumbentonite montmorillonite[J]. Journal of Sichuan University(Natural Science Edition), 2021, 58(3): 159-164 (in Chinese)
    [11] CUI Y J. On the hydro-mechanical behaviour of MX80 bentonite-based materials[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2017,9(3):187-196.
    [12] 水利部水利水电规划设计研究总院,南京水利科学研究院. 土工试验方法标准:GB/T50123-2019[S]. 北京:中国计划出版社, 2019.Water Resources and Hydropower Planning and Design General Institute, Nanjing Hydraulic Research Institute. Standard for geotechnical testing method.:GB/T 50123-2019[S]. Beijing: China Planning Press, 2019. (in Chinese)
    [13] 张明泉. 关于用煤油测定土的比重的讨论[J]. 水文地质工程地质, 1987, (6):52-53.ZHANG M Q. Discussion on the determination specific gravity of soil using kerosene[J]. Hydrogeology and Engineering Geology, 1987, (6):52-53. (in Chinese)
    [14] 吕海波, 钱立义, 常红帅, 等. 黏性土几种比表面积测试方法的比较[J]. 岩土工程学报, 2016,38(1):124-130.LV H B, QIAN L Y, CHANG H S, et al. Comparison of several methods for determining specific surface area of clayey soil[J].Chinese Journal of Geotechnical Engineering, 2016, 38(1):124-130. (in Chinese)
    [15] American Society for Testing and Materials(ASTM). Standard test method for swell index of clay mineral component of geosynthetic clay liners:ASTM D5890 -2002[S]. Philadelphia: ASTM, 2002.
    [16] 高国瑞. 近代土质学(第二版)[M]. 北京:科学出版社, 2013.
    [17] 童艳梅, 张虎元, 周光平, 等. 高庙子膨润土中蒙脱石碱性溶蚀的矿物学证据[J]. 岩土力学, 2022,43(11):1-11.TONG Y M, ZHANG H Y, ZHOU G P, et al. Mineralogical evidences of alkaline dissolution of montmorillonite in GMZ bentonite[J]. Rock and Soil Mechanics, 2022,43(11): 1-11. (in Chinese)
    [18] CHOI J W, WHANG J H, CHUN K S. Thermal effects on the physicochemical properties of domestic bentonite as a buffer material of spent fuel repository[J]. Journal of the Korean Nuclear Society, 1991,23(4):456-464.
    [19] 谢刚,邓明毅,张龙.黏土结合水的热分析定量研究方法[J].钻井液与完井液,2013,30(6):1-4,91.XIE G, DENG M Y, ZHANG L. A study on the influence of electrolytes on clay bound water[J]. Drilling Fluid & Completion Fluid, 2016, 30(6)):1-4,91.(in Chinese
    相似文献
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文
分享
文章指标
  • 点击次数:175
  • 下载次数: 0
  • HTML阅读次数: 0
  • 引用次数: 0
历史
  • 收稿日期:2022-10-25
  • 最后修改日期:2022-12-09
  • 录用日期:2023-01-11
文章二维码