The volume change behavior of compacted GMZ bentonite: combined effects of temperature and suction

被引:0
|
作者
Wang, Qiong [1 ,2 ]
Pan, Dongyue [1 ]
Wang, Yang [1 ]
Su, Wei [1 ]
Ye, Weimin [1 ,2 ]
Chen, Yonggui [1 ]
机构
[1] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[2] Minist Educ, United Res Ctr Urban Environm & Sustainable Dev, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
GMZ bentonite; Temperature; Suction; Volume change; Anisotropy; Pore characteristics; ANISOTROPIC SWELLING BEHAVIOR; HYDROMECHANICAL BEHAVIOR; HYDRAULIC CONDUCTIVITY; RADIOACTIVE-WASTE; CLAY; SOIL; MICROSTRUCTURE; SHRINKAGE; PRESSURE;
D O I
10.1007/s12665-023-11384-2
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
As the buffer/backfill material for geological disposal of high-level radioactive waste, the sealing performance of compacted bentonite is affected by its volume deformation characteristics. During the operation of the geological disposal repository, the suction and temperature of bentonite changes due to the groundwater level and heat released by radioactive waste. On this premise, to study the thermal effect on the volume change of bentonite induced by suction variations, a series of wetting/drying tests were conducted on cubic bentonite samples under controlled temperatures of 20celcius, 40celcius and 60celcius. The corresponding microstructure changes during the test were investigated by the mercury injection porosity (MIP) technique. The results show that the increasing temperature accelerated the change in water content and weakened the water retention capacity of bentonite. Additionally, the volume deformation induced by suction change, regardless of swelling or shrinkage, was inhibited by heating. During the process of suction equilibrium, the compacted bentonite showed significant anisotropy, which was positively correlated with temperature and negatively correlated with suction. The sample deformation was due to the changes in the microstructure of the inter-aggregate pores and intra-aggregate pores. The total volume of macro pores decreased obviously with increasing suction, while, the volume of micropores remained almost unchanged. Both the peak value and total volume of the macro pores were reduced by the rising temperature. Furthermore, a threshold suction of approximately 90 MPa was observed, where the temperature effect changed from inhibition of dilation to inhibition of contraction, indicating the suction-dependent temperature effect.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] The volume change behavior of compacted GMZ bentonite: combined effects of temperature and suction
    Qiong Wang
    Dongyue Pan
    Yang Wang
    Wei Su
    Weimin Ye
    Yonggui Chen
    [J]. Environmental Earth Sciences, 2024, 83
  • [2] Effective stress incorporating osmotic suction and volume change behavior of compacted GMZ01 bentonite
    Feng Zhang
    Wei-Min Ye
    Qiong Wang
    Yong-Gui Chen
    Bao Chen
    [J]. Acta Geotechnica, 2020, 15 : 1925 - 1934
  • [3] Effective stress incorporating osmotic suction and volume change behavior of compacted GMZ01 bentonite
    Zhang, Feng
    Ye, Wei-Min
    Wang, Qiong
    Chen, Yong-Gui
    Chen, Bao
    [J]. ACTA GEOTECHNICA, 2020, 15 (07) : 1925 - 1934
  • [4] Effects of Stress and Suction on the Volume Change Behaviour of GMZ Bentonite During Heating
    Ye, Wei-Min
    Wang, Qiong
    Zhang, Ya-Wei
    Chen, Bao
    Chen, Yong-Gui
    [J]. ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 6: APPLIED GEOLOGY FOR MAJOR ENGINEERING PROJECTS, 2015, : 541 - 543
  • [5] COMBINED EFFECTS OF TEMPERATURE AND MOISTURE CONTENT ON SOIL SUCTION OF COMPACTED BENTONITE
    Yang, Shu-Rong
    Huang, Wei-Hsing
    Chung, Shao-Hung
    [J]. JOURNAL OF MARINE SCIENCE AND TECHNOLOGY-TAIWAN, 2015, 23 (03): : 281 - 287
  • [7] Thermal–mechanical effects on volume-change behavior of compacted GMZ bentonite during cyclic wetting–drying processes
    Yang Wang
    Wei-Min Ye
    Bao Chen
    Yong-Gui Chen
    Yu-Jun Cui
    [J]. Environmental Earth Sciences, 2019, 78
  • [8] Investigation on compression behaviour of highly compacted GMZ01 bentonite with suction and temperature control
    Ye, W. M.
    Zhang, Y. W.
    Chen, B.
    Zheng, Z. J.
    Chen, Y. G.
    Cui, Y. J.
    [J]. NUCLEAR ENGINEERING AND DESIGN, 2012, 252 : 11 - 18
  • [9] Effects of K+ solutions on swelling behavior of compacted GMZ bentonite
    He, Yong
    Ye, Wei-Min
    Chen, Yong-Gui
    Cui, Yu-Jun
    [J]. ENGINEERING GEOLOGY, 2019, 249 : 241 - 248
  • [10] Stress-dependent temperature effect on the swelling behavior of compacted GMZ bentonite
    Wei-Min Ye
    Yang Wang
    Qiong Wang
    Yong-Gui Chen
    Bao Chen
    [J]. Bulletin of Engineering Geology and the Environment, 2020, 79 : 3897 - 3907