Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (1): 235-244.doi: 10.16285/j.rsm.2023.0022

• Rock and Soil Mechanics Excellence Forum • Previous Articles     Next Articles

Research on the alcohol method to adjust water content of compacted bentonite as buffer/backfill material

PENG Yu1, 2, ZHANG Hu-yuan1, ZHOU Guang-ping1, TAN Yu1   

  1. 1. Key Laboratory of Mechanics on Disaster and Environment in Western China, Ministry of Education, Lanzhou University, Lanzhou, Gansu 730000, China; 2. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
  • Received:2023-01-09 Accepted:2023-03-23 Online:2024-01-10 Published:2024-01-17
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (41972265).

Abstract: Compacted bentonite is a crucial material used in high-level waste engineering barriers as a buffer/backfill material. However, the high plasticity of bentonite and uneven distribution of water can result in drying shrinkage of the compacted bentonite, which negatively impacts the quality of buffer/backfill blocks. To address this issue, a new method called the alcohol method has been proposed as an alternative to the traditional water spray method. In the alcohol method, the ethanol content ranges from 5% to 35%, unlike the water spray method. Several factors were considered to evaluate the feasibility of the alcohol method in adjusting the water content of compacted bentonite. These factors included mixing efficiency, mass loss rate, agglomerate content, strength, shrinkage cracks of compacted samples, drying efficiency, and expansibility. The results demonstrated that as the ethanol content increased, at the same liquid content the mixing efficiency significantly improved, while the mass loss rate and agglomerate content decreased noticeably. Relationships between agglomerates, dry-shrinkage cracks, and the quality of compacted samples were also observed. The compacted samples produced using the alcohol method exhibited more homogeneous soil density in the compacted direction and significantly reduced dry-shrinkage cracks compared to samples produced using the water spray method. Additionally, the shear strength and expansion characteristics of air-dried samples adjusted by the alcohol method were similar to those adjusted by the water spray method. The alcohol method, along with the findings from this study, provides valuable insights for the production of buffer/backfill materials in high-level waste disposal.

Key words: bentonite, buffer/backfill material, alcohol method, water content, agglomerates

CLC Number: 

  • TU 411
[1] JIANG Wen-hao, WANG hao, LIAO Guang-zhi, CHEN Bin-hua, . Analytical solutions for one-dimensional transient seepage of water in the two-layered unsaturated soils under time-varying rainfall conditions [J]. Rock and Soil Mechanics, 2025, 46(9): 2721-2737.
[2] WU Zi-long, YU Tao, YAN Chao, DENG Yong-feng, HU Guang-qing, GAO Yu-hang, WANG Zhang, WANG Li, . Analysis of loess heavy metal pollution in Shaanxi Province and a preliminary study on treatment of loess/bentonite cutoff walls [J]. Rock and Soil Mechanics, 2025, 46(9): 2738-2748.
[3] LI Xin-ming, HE Yong-fei, TAN Yun-zhi, REN Ke-bin, ZHANG Xian-wei, YIN Song, . Freeze-thaw effect of macro- and micro-properties of lime-metakaolin stabilized archaeological soil under varying water contents [J]. Rock and Soil Mechanics, 2025, 46(9): 2894-2906.
[4] TAN Yun-zhi, WU Ke-yu, MING Hua-jun, SUN De-an, . Vibro-compacted properties of granule bentonite and its swelling behavior under constant stiffness constraint [J]. Rock and Soil Mechanics, 2025, 46(8): 2399-2408.
[5] ZHANG Hai-yan, HU Xin-li, LIU Xin-yu, LI Ya-bo. Effects of water content and shear rate on shear behavior and damage evolution of clayey sliding-zone soils [J]. Rock and Soil Mechanics, 2025, 46(8): 2471-2482.
[6] LUO Zuo-sen, CAO Xu, DENG Hua-feng, YANG Wang, LI Jian-lin, YANG Chao, . Influence of dynamic normal load on shear mechanical properties of limestone joint surface under different water-bearing states [J]. Rock and Soil Mechanics, 2025, 46(6): 1799-1810.
[7] SONG Yong-jun, LU Yun-long, WANG Shuang-long, XIE Li-jun, CAO Jing-hui, AN Xu-chen, . Evolution characteristics of unfrozen water content and its influence on mechanical properties of rock during freeze-thaw process [J]. Rock and Soil Mechanics, 2025, 46(4): 1049-1059.
[8] LUO Xuan-bing, LI Qing-lin, CHEN Wen-juan, YANG Xiao-fei, ZHANG Mei-xue, . Freeze-thaw deformation pattern of sandy soil under different moisture contents, freezing temperatures, and Alhagi sparsifolia root contents [J]. Rock and Soil Mechanics, 2025, 46(4): 1174-1186.
[9] YUAN Zhi-rong, JIANG Shui-hua, CHANG Zhi-lu, XIANG Hu, LIU Yu-wei, HUANG Jin-song, . Reliability analysis of slope stability considering non-uniform distribution of initial soil water content and pore water redistribution [J]. Rock and Soil Mechanics, 2025, 46(3): 1001-1012.
[10] WANG Bing, HU Xiao-bo, KONG Nan-nan. Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil [J]. Rock and Soil Mechanics, 2025, 46(11): 3523-3533.
[11] YANG Ke, YU Xiang, HE Xiang, HOU Yong-qiang, ZHANG Lian-fu, . Energy evolution and damage characteristics of gangue cemented backfill in different water content states [J]. Rock and Soil Mechanics, 2025, 46(1): 26-42.
[12] WANG Jun, ZHANG Kai-yu, CHEN Sheng-kai, QIN Wei, NI Jun-feng, GAO Zi-yang, ZHANG Yi-fang, . Experimental study on explosive deposition depth affecting soil parameters in explosion replacement method [J]. Rock and Soil Mechanics, 2025, 46(1): 123-132.
[13] CHENG Xin, JIANG Wen-hao, HUANG Xiao, LI Shuang, WANG Ying-fu, LI Jiang-shan, . Engineering properties and microstructural evolution of self-hardening vertical barrier materials under the influence of Cr(VI) contaminated solution [J]. Rock and Soil Mechanics, 2024, 45(S1): 225-238.
[14] DU Jin-fei, DU Yu-xiang, JIA Yong-sheng, SUN Jin-shan, YAO Ying-kang, XIE Quan-min, FAN Kun-hui, . Analysis of deformation damage and energy dissipation of red sandstone under hydro-dynamic coupling effect [J]. Rock and Soil Mechanics, 2024, 45(S1): 248-258.
[15] HAO Feng-fu, MA Tian-tian, YU Hai-wen, WEI Chang-fu, TIAN Hui-hui, YI Pan-pan, . Experimental study of the influence of cation exchange capacity on hydration in interlayers of bentonite [J]. Rock and Soil Mechanics, 2024, 45(9): 2611-2620.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!