Modeling of water retention behavior of densely compacted Gaomiaozi bentonite based on pore structure evolution

被引:5
|
作者
Dong, Xin-Xin [1 ,2 ]
Chen, Yong-Gui [1 ,3 ]
Ye, Wei-Min [1 ]
Wang, Qiong [1 ]
机构
[1] Tongji Univ, Coll Civil Engn, MOE Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen 518060, Peoples R China
[3] 1239 Siping Rd, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
Compacted bentonite; Water retention behavior; Dual-porosity structure; Pore structure evolution; HYDRO-MECHANICAL BEHAVIOR; SWELLING PRESSURE; HYDROMECHANICAL BEHAVIOR; EFFECTIVE STRESS; VOLUME CHANGE; DENSITY; MICROSTRUCTURE; SATURATION; KNOWLEDGE; INSIGHT;
D O I
10.1016/j.enggeo.2022.106977
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Compacted bentonite has a dual-porosity structure characterized by intra-and inter-aggregate pores. The density of the water preserved in these two types of pores differs, and the interactions between these two types of pores lead to a complicated water retention behavior. In this study, this issue was addressed by establishing a dual-porosity water retention curve (WRC) based on the porewater density and pore structure evolution. The water retention behavior of densely compacted Gaomiaozi bentonite was tested. WRCs at three dry densities were obtained and unified using the water ratio ew (void ratio times the degree of saturation, eSr) as a state variable. Subsequently, mercury intrusion porosimetry (MIP) tests of samples taken from the specimens after the water retention tests were conducted. The intra-and inter-aggregate void ratios were determined based on the results of the MIP tests, and the pore structure evolution was described in terms of the intra-aggregate void ratio (em). The evolution of the microstructure state variable xi m (em/e) along the confined wetting path and its boundary state after water saturation were also determined. Moreover, water contents of the intra-and inter-aggregate pores were differentiated using the boundary water contents at which the intra-aggregate pores reached satu-ration, and the degrees of saturation of the intra-and inter-aggregate pores were calculated based on their porewater density. Finally, van Genuchten type WRCs were introduced for the intra-and inter-aggregate pores, and the overall WRC was derived by integrating xi m. The WRCs based on the porewater density and pore structure evolution are in better agreement with the testing data than those directly fitted from the experimental calcu-lations, especially in the transition zone where the intra-aggregate pores approach water saturation. This dual-porosity WRC would help in modeling the hydromechanical behaviors of compacted bentonite in deep geological repositories for the disposal of high-level radioactive waste.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Diffuse double layer theory and volume change behavior of densely compacted Gaomiaozi bentonite
    Ye, Wei-Min
    Huang, Wei
    Chen, Bao
    Yu, Chen
    Wang, Ju
    [J]. Yantu Lixue/Rock and Soil Mechanics, 2009, 30 (07): : 1899 - 1903
  • [2] Diffuse double layer theory and volume change behavior of densely compacted Gaomiaozi bentonite
    Ye Wei-min
    Huang Wei
    Chen Bao
    Yu Chen
    Wang Ju
    [J]. ROCK AND SOIL MECHANICS, 2009, 30 (07) : 1899 - 1903
  • [3] Effect of initial suction on the stiffness and strength of densely compacted Gaomiaozi bentonite
    Dong, Xin-Xin
    Chen, Yong-Gui
    Ye, Wei-Min
    Cui, Yu-Jun
    [J]. APPLIED CLAY SCIENCE, 2020, 194
  • [4] Cyclic thermal and saline effects on the swelling pressure of densely compacted Gaomiaozi bentonite
    Chen, Yong-Gui
    Dong, Xin-Xin
    Zhang, Xu-Dong
    Ye, Wei-Min
    Cui, Yu-Jun
    [J]. ENGINEERING GEOLOGY, 2019, 255 : 37 - 47
  • [5] Unsaturated hydraulic conductivity of densely compacted Gaomiaozi bentonite under unconfined conditions
    Ye W.
    Niu W.
    Chen B.
    Chen Y.
    [J]. Tongji Daxue Xuebao/Journal of Tongji University, 2010, 38 (10): : 1439 - 1443
  • [6] Role of boundary condition, stress–suction coupling, and effective stress in swelling of densely compacted Gaomiaozi bentonite
    Xin-Xin Dong
    Yong-Gui Chen
    Wei-Min Ye
    Qiong Wang
    Bao Chen
    [J]. Acta Geotechnica, 2023, 18 : 2549 - 2568
  • [7] Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite
    Wei-min Ye
    Min Wan
    Bao Chen
    Yong-gui Chen
    Yu-jun Cui
    Ju Wang
    [J]. Journal of Central South University of Technology, 2009, 16 : 821 - 826
  • [8] Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite
    Ye Wei-min
    Wan Min
    Chen Bao
    Chen Yong-gui
    Cui Yu-jun
    Wang Ju
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2009, 16 (05): : 821 - 826
  • [9] Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite
    叶为民
    万敏
    陈宝
    陈永贵
    崔玉军
    王驹
    [J]. Journal of Central South University, 2009, 16 (05) : 821 - 826
  • [10] Role of boundary condition, stress-suction coupling, and effective stress in swelling of densely compacted Gaomiaozi bentonite
    Dong, Xin-Xin
    Chen, Yong-Gui
    Ye, Wei-Min
    Wang, Qiong
    Chen, Bao
    [J]. ACTA GEOTECHNICA, 2023, 18 (05) : 2549 - 2568