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ZHANG Xiaoxiao, CHEN Yonggui, LI Kunpeng, YE Weimin, WANG Qiong. Water retention characteristics of grapheme-modified GMZ bentonite subjected to preliminary chemical cycles[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(7): 1490-1497. DOI: 10.11779/CJGE20220497
Citation: ZHANG Xiaoxiao, CHEN Yonggui, LI Kunpeng, YE Weimin, WANG Qiong. Water retention characteristics of grapheme-modified GMZ bentonite subjected to preliminary chemical cycles[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(7): 1490-1497. DOI: 10.11779/CJGE20220497

Water retention characteristics of grapheme-modified GMZ bentonite subjected to preliminary chemical cycles

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  • Received Date: April 24, 2022
  • Available Online: February 23, 2023
  • In the deep geological repository for high-level radioactive waste, affected by the coupling of saline groundwater infiltration and nuclear decay heat, the buffer/backfill materials may undergo the chemical cycles of salinization and desalination process, which in turn affect their water retention capacity. The GMZ bentonite, the preferred buffer/backfill material in China, is investigated. Beishan in Gansu province, the potential disposal site, is taken as the engineering background, and the NaCl solution is chosen to simulate the chemical environment of in-situ groundwater. The water retention capacity tests considering the preliminary cyclical infiltrations of NaCl solution and distilled water are carried out. The results show that when the suction is below 150 MPa, the increase of the preliminary chemical cycles strengthens the water retention performance of the graphene-modified GMZ bentonite, and weakens the effects of dry density on the water retention capacity. When the suction exceeds 150 MPa, the preliminary chemical cycle scarcely plays a role. In the drying/wetting path, the water retention curve of the graphene-modified GMZ bentonite has obvious hysteresis, and the hysteresis amplitude gradually attenuates with the preliminary chemical cycles. When the preliminary chemical circles increase, the water entry and residual saturation value of the grapheme-modified bentonite increase, and the transition zone slope tends to be gentle. The influences of the chemical circles on the water retention capacity of the modified bentonite are related to the accumulation of salt content. With the increasing cycles, the salt content grows, and the influences of osmotic suction are more conspicuous.
  • [1]
    YE W M, CHEN Y G, CHEN B, et al. Advances on the knowledge of the buffer/backfill properties of heavily-compacted GMZ bentonite[J]. Engineering Geology, 2010, 116(1/2): 12-20.
    [2]
    刘樟荣, 崔玉军, 叶为民, 等. 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. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18267.shtml

    LIU Zhangrong, CUI Yujun, YE Weimin, et al. Advances in researches on buffer/backfilling materials— bentonite pellets and pellet mixtures[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(8): 1401-1410. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18267.shtml
    [3]
    CHEN Z G, TANG C S, SHEN Z T, et al. The geotechnical properties of GMZ buffer/backfill material used in high-level radioactive nuclear waste geological repository: a review[J]. Environmental Earth Sciences, 2017, 76(7): 270. doi: 10.1007/s12665-017-6580-2
    [4]
    ZHU C M, YE W M, CHEN Y G, et al. Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite[J]. Engineering Geology, 2013, 166: 74-80. doi: 10.1016/j.enggeo.2013.09.001
    [5]
    CASTELLANOS E, VILLAR M V, ROMERO E, et al. Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite[J]. Physics and Chemistry of the Earth, Parts A/B/C, 2008, 33: S516-S526. doi: 10.1016/j.pce.2008.10.056
    [6]
    TRIPATHY S, BAG R, THOMAS H R. Enhanced isothermal effect on swelling pressure of compacted MX80 bentonite[C]//Engineering Geology for Society and Territory - Volume 6. Cham: Springer, 2015: 537-539.
    [7]
    YONG R N, MOHAMED A M O, SHOOSHPASHA I, et al. Hydro-thermal performance of unsaturated bentonite-sand buffer material[J]. Engineering Geology, 1997, 47(4): 351-365. doi: 10.1016/S0013-7952(96)00115-9
    [8]
    XU L, YE W M, CHEN B, et al. Experimental investigations on thermo-hydro-mechanical properties of compacted GMZ01 bentonite-sand mixture using as buffer materials[J]. Engineering Geology, 2016, 213: 46-54. doi: 10.1016/j.enggeo.2016.08.015
    [9]
    TAHA M R, TAHA O M E. Influence of nano-material on the expansive and shrinkage soil behavior[J]. Journal of Nanoparticle Research, 2012, 14(10): 1190. doi: 10.1007/s11051-012-1190-0
    [10]
    CHEN Y G, LIU X M, MU X, et al. Thermal conductivity of compacted GO-GMZ bentonite used as buffer material for a high-level radioactive waste repository[J]. Advances in Civil Engineering, 2018, 2018: 1-11.
    [11]
    COO J L, SO Z P S, NG C W W. Effect of nanoparticles on the shrinkage properties of clay[J]. Engineering Geology, 2016, 213: 84-88. doi: 10.1016/j.enggeo.2016.09.001
    [12]
    汪茜, 阮霞, 雷育雄, 等. 膨润土负载纳米铁的改性及对水中As(Ⅴ)的吸附[J]. 环境科学与技术, 2015, 38(4): 65-68, 100. https://www.cnki.com.cn/Article/CJFDTOTAL-FJKS201504014.htm

    WANG Qian, RUAN Xia, LEI Yuxiong, et al. Modificaion of nanoscale iron supported on bentonite and its adsorption of As(Ⅴ)from aqueous solution[J]. Environmental Science & Technology, 2015, 38(4): 65-68, 100. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-FJKS201504014.htm
    [13]
    TAHA M R, ALSHAREF J M A, AL-MANSOB R A, et al. Effects of nano-carbon reinforcement on the swelling and shrinkage behaviour of soil[J]. Sains Malaysiana, 2018, 47(1): 195-205. doi: 10.17576/jsm-2018-4701-23
    [14]
    JOBMANN M, BUNTEBARTH G. Influence of graphite and quartz addition on the thermo–physical properties of bentonite for sealing heat-generating radioactive waste[J]. Applied Clay Science, 2009, 44(3/4): 206-210.
    [15]
    PASHABAVANDPOURI M A, JAHANGIRI S. Effect of nano silica on swelling, compaction and strength properties of clayey soil stabilized with lime[J]. Journal of Applied Environmental and Biological Sciences, 2015, 5(7S): 538-548.
    [16]
    CUI Y J, TANG A M. On the chemo-thermo-hydro- mechanical behaviour of geological and engineered barriers[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5(3): 169-178. doi: 10.1016/j.jrmge.2013.05.001
    [17]
    YE W M, WAN M, CHEN B, et al. Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite[J]. Journal of Central South University of Technology, 2009, 16(5): 821-826. doi: 10.1007/s11771-009-0136-x
    [18]
    HE Y, YE W M, CHEN Y G, et al. Influence of pore fluid concentration on water retention properties of compacted GMZ01 bentonite[J]. Applied Clay Science, 2016, 129: 131-141. doi: 10.1016/j.clay.2016.05.020
    [19]
    郭永海, 杨天笑, 刘淑芬. 高放废物处置库甘肃北山预选区水文地质特征研究[J]. 铀矿地质, 2001, 17(3): 184-189. doi: 10.3969/j.issn.1000-0658.2001.03.010

    GUO Yonghai, YANG Tianxiao, LIU Shufen. Hydrogeological characteristics of Beishan preselected area, Gansu Province for China's high-level radioactive waste repository[J]. Uranium Geology, 2001, 17(3): 184-189. (in Chinese) doi: 10.3969/j.issn.1000-0658.2001.03.010
    [20]
    YE W M, ZHANG Y W, CHEN B, et al. Investigation on compression behaviour of highly compacted GMZ01 bentonite with suction and temperature control[J]. Nuclear Engineering and Design, 2012, 252: 11-18. doi: 10.1016/j.nucengdes.2012.06.037
    [21]
    CHEN Y G, DONG X X, ZHANG X D, et al. Cyclic thermal and saline effects on the swelling pressure of densely compacted Gaomiaozi bentonite[J]. Engineering Geology, 2019, 255: 37-47. doi: 10.1016/j.enggeo.2019.04.016
    [22]
    CHEN Y G, ZHU C M, YE W M, et al. Swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite under salinization–desalinization cycle conditions[J]. Applied Clay Science, 2015, 114: 454-460. doi: 10.1016/j.clay.2015.06.033
    [23]
    DELAGE P, MARCIAL D, CUI Y J, et al. Ageing effects in a compacted bentonite: a microstructure approach[J]. Géotechnique, 2006, 56(5): 291-304. doi: 10.1680/geot.2006.56.5.291
    [24]
    FREDLUND D G, RAHARDJO H. Soil Mechanics for Unsaturated Soils[M]. New York: Wiley, 1993.
    [25]
    刘学敏. 石墨烯改性GMZ膨润土持水性与膨胀力试验研究[D]. 上海: 同济大学, 2019.

    LIU Xuemin. Experimental Study on Water Holding Capacity and Swelling Power of GMZ Bentonite Modified by Graphene[D]. Shanghai: Tongji University, 2019. (in Chinese)
    [26]
    FREDLUND D G, XING A Q. Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(4): 521-532. doi: 10.1139/t94-061
    [27]
    BROOKS R H. Hydraulic Properties of Porous Media[D]. Fort Collins, CO, USA: Colorado State University, 1965.
    [28]
    VAN GENUCHTEN M T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Soil Science Society of America Journal, 1980, 44(5): 892-898.
    [29]
    刘樟荣, 叶为民, 崔玉军, 等. 基于微孔填充和毛细管凝聚理论的持水曲线模型[J]. 岩土力学, 2021, 42(6): 1549-1556. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202106008.htm

    LIU Zhangrong, YE Weimin, CUI Yujun, et al. Water retention curve model based on micro-pore filling and capillary condensation theories[J]. Rock and Soil Mechanics, 2021, 42(6): 1549-1556. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202106008.htm
    [30]
    HE Y, YE W M, CHEN Y G, et al. Effects of NaCl solution on the swelling and shrinkage behavior of compacted bentonite under one-dimensional conditions[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(1): 399-410.

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