Research on water retention and microstructure characteristics of compacted GMZ bentonite under free swelling conditions

被引:21
|
作者
Liu, Jiang-Feng [1 ,2 ,3 ]
Ni, Hong-Yang [1 ,2 ]
Chen, Yong-Gui [3 ]
Wu, Yu [1 ,2 ]
Song, Shuai-Bing [1 ,2 ]
Cao, Xu-Lou [1 ,2 ]
Bao, Wen-Bo [1 ,2 ]
Pu, Hai [1 ,2 ]
Mao, Xian-Biao [1 ,2 ]
机构
[1] China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
[3] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai, Peoples R China
关键词
GMZ bentonite; High-level radioactive waste; Free swelling conditions; Water intake (loss); Microscopic observation; HYDRAULIC CONDUCTIVITY; SAND MIXTURES; GAS-PERMEABILITY; DRY DENSITY; PRESSURE; BEHAVIOR; TEMPERATURE; SUCTION; CHINA;
D O I
10.1007/s12665-018-7760-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, water retention tests under free swelling conditions were performed to investigate the water intake (or loss) behaviour of compacted GMZ bentonite. First, the water retention characteristics were investigated, and then the microscopic pore structure was observed by environmental scanning electron microscope (ESEM). The results indicate that GMZ bentonite has a strong swelling (or a limited shrinkage ability) due to water intake (loss). The suction behaviour of GMZ bentonite is similar to MX80 bentonite and FEBEX bentonite. We also find that the confinement conditions can affect the suction behaviour of the material, especially at high relative humidity (RH). Additionally, a mathematic model can fit the mass change data very well. Microscopic tests show that the granular sensation of GMZ bentonite is obvious for a sample at low RH. With the increase in RH, the surface of GMZ bentonite becomes more smooth. The differences in the porosities calculated by the macroscopic and microscopic tests can be attributed to image resolution. The inter-laminar pores and intra-aggregate pores cannot be observed by the ESEM method. In addition, ESEM observation can provide an intuitive basis for the further research of the seepage property of GMZ bentonite.
引用
收藏
页数:11
相关论文
共 50 条
  • [21] Swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite under salinization-desalinization cycle conditions
    Chen, Yong-Gui
    Zhu, Chun-Min
    Ye, Wei-Min
    Cui, Yu-Jun
    Wang, Qiong
    APPLIED CLAY SCIENCE, 2015, 114 : 454 - 460
  • [22] Effects of temperature on swelling characteristics of GMZ bentonite
    Xiang G.-S.
    Lü L.-Y.
    Ge L.
    Zhou Y.-K.
    Xie S.-H.
    1600, Chinese Society of Civil Engineering (43): : 77 - 84
  • [23] Investigation on swelling characteristics of GMZ bentonite with different initial water contents
    Chen, Bo
    Peng, Fan
    Zhang, Long
    Sun, De'an
    ANNALS OF NUCLEAR ENERGY, 2023, 181
  • [24] Swelling characteristics of compacted GMZ bentonite-sand mixtures as a buffer/backfill material in China
    Cui, Su-Li
    Zhang, Hu-Yuan
    Zhang, Ming
    ENGINEERING GEOLOGY, 2012, 141 : 65 - 73
  • [25] Ageing effects on swelling behaviour of compacted GMZ01 bentonite
    Ye, W. M.
    Lai, X. L.
    Liu, Y.
    Chen, Y. G.
    Cui, Y. J.
    NUCLEAR ENGINEERING AND DESIGN, 2013, 265 : 262 - 268
  • [26] Anisotropic swelling pressures of compacted GMZ bentonite infiltrated with salt solutions
    Ma, Jing
    Chen, Yong-Gui
    Jia, Ling-Yan
    Ye, Wei-Min
    Wu, Dong-Bei
    Wang, Qiong
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 16 (09) : 3772 - 3785
  • [27] Temperature Effect on the Deformation Behaviour of Compacted Bentonite Under Free Swelling/Shrinkage Conditions
    Pan, Dongyue
    Wang, Qiong
    Su, Wei
    Ye, Weimin
    Chen, Yonggui
    ENGINEERING GEOLOGY FOR A HABITABLE EARTH, VOL 3, IAEG XIV CONGRESS 2023, 2024, : 229 - 238
  • [28] Influence Factors of Swelling Characteristics of GMZ Bentonite
    Gao, Yufeng
    Liu, Yuemiao
    Xie, Jingli
    Cao, Shengfei
    Ma, Like
    Tong, Qiang
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONGRESS ON ENVIRONMENTAL GEOTECHNICS, VOL 2: TOWARDS A SUSTAINABLE GEOENVIRONMENT, 2019, : 489 - 496
  • [29] Effects of a simulated gap on anisotropic swelling pressure of compacted GMZ bentonite
    Jia, Ling-Yan
    Chen, Yong-Gui
    Ye, Wei-Min
    Cui, Yu-Jun
    ENGINEERING GEOLOGY, 2019, 248 : 155 - 163
  • [30] Development of swelling pressure for pellet mixture and compacted block of GMZ bentonite
    Liu, Zhang-Rong
    Ye, Wei-Min
    Cui, Yu-Jun
    Zhu, He-Hua
    Wang, Qiong
    Chen, Yong-Gui
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 301