Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (2): 549-562.doi: 10.16285/j.rsm.2021.0993

• Numerical Analysis • Previous Articles     Next Articles

Analysis of the influence of wetting expansion and sand mixing rate on the THM coupling process of hybrid buffer material

WEI Tian-yu1, 2, WANG Xu-hong3, LÜ Tao3, HU Da-wei1, 2, ZHOU Hui1, 2, HONG Wen4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. China Nuclear Power Engineering Co., Ltd., Beijing 100840, China; 4. Wuhan Electric Power Vocational and Technical College, Wuhan, Hubei 430000, China
  • Received:2021-07-05 Revised:2021-10-27 Online:2022-02-11 Published:2022-02-22
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2018YFC0809600, 2018YFC0809601), the National Natural Science Foundation of China (51779252), the Geological Survey Project of China Survey (DD20190128) and the Science and Technology Service Network Initiative of the Chinese Academy of Sciences (KFJ-STS-QYZD-174).

Abstract: The hybrid buffer material added with the auxiliary aggregate not only retains the material’s sealing and anti-seepage ability, but also overcomes the defect of low thermal conductivity and inferior construction performance of pure bentonite blocks. As an alternative for the buffer material of high-level radioactive waste repository, it is becoming a new research hotspot. Based on the previous research data and the permeation theory of unsaturated porous media, a 3D calculation model containing one tunnel and a single wellbore is established using COMSOL Multiphysics, which considering the wetting expansion of bentonite and the real-time change of material physical parameters (density, saturation, thermal conductivity, etc.). By simulating the THM coupling process of the hybrid buffer material (bentonite-sand mixture) in the barrier system for 100 years, the time evolution and spatial distribution of each physical quantity are analyzed, and the influences of wetting expansion and sand mixing rate on the evolution process of the barrier system are discussed. The temperature and saturation of the material in the system are related to the distance from the vitrified HLW and the rock wall. The stress in the tunnel and wellbore is mainly compressive stress, and the deformation tends to compress first and then expand. The wetting expansion of bentonite-based materials has little effect on temperature evolution, but it will slightly accelerate the saturation process and cause significant time evolution and regional distribution differences in the stress and strain of the material. The stress in the area close to the rock wall in the wellbore and roadway rises quickly, and significant vertical displacement occurs at the junction of the roadway floor and the wellbore. Increasing the mixing rate can reduce the surface temperature of the tank effectively, enhance the heat transfer capacity of the barrier system, reduce the maximum historical stress of the buffer material, and control the vertical displacement on the axis of the borehole. On the other side, it will also weaken the anti- seepage capability of the system.

Key words: high-level radioactive waste, barrier system, wetting expansion, hybrid buffer material, numerical simulation, multiphysics coupling

CLC Number: 

  • TU 592
[1] LI Bin, SHEN Hai-meng, LI Qi, LI Xia-ying, . A numerical simulation of dynamic evolution of permeability during granite shear process under different confining pressures [J]. Rock and Soil Mechanics, 2025, 46(S1): 437-453.
[2] SUN Zhi-liang, SHAO Min, WANG Ye-chen-zi, LIU Zhong, REN Wei-zhong, BAI Wei, LI Peng, . Mesoscopic simulation and analysis of influencing factors for ground subsidence induced by leakage through pipeline defect [J]. Rock and Soil Mechanics, 2025, 46(S1): 507-518.
[3] ZHANG Qi, WANG Ju, LIU Jiang-feng, CAO Sheng-fei, XIE Jing-li, CHENG Jian-feng, . Core disposal elements spacing design for high-level radioactive waste repository under coupled thermo-hydro-mechanical condition [J]. Rock and Soil Mechanics, 2025, 46(8): 2626-2638.
[4] HUO Liang, WANG Gui-bin, WU Shu-liang, ZHANG Xiu-xiang, HUANG Zhi-guo, WU Zhi-chun, . A clustering model of discontinuity orientations based on mixed Fisher distribution [J]. Rock and Soil Mechanics, 2025, 46(7): 2211-2223.
[5] LIANG Qing-guo, LI Jing, ZHANG Chong-hui, LIU Tong-tong, SUN Zhi-tao, . Mechanical response of tunnel lining in loess-mudstone composite strata under uniform expansion of foundation [J]. Rock and Soil Mechanics, 2025, 46(6): 1811-1824.
[6] ZHU Xian-xiang, ZHANG Qi, MA Jun-peng, WANG Yong-jun, MENG Fan-zhen, . Diffusion mechanism of seepage grouting in water-bearing sand layer under slurry-water replacement effect [J]. Rock and Soil Mechanics, 2025, 46(6): 1957-1966.
[7] YANG Ming-yun, CHEN Chuan, LAI Ying, CHEN Yun-min. Bearing capacity analysis of piggy-backed anchors under three-dimensional loading in clay [J]. Rock and Soil Mechanics, 2025, 46(2): 582-590.
[8] ZHANG Ling-bo, SUN Yi-song, CHENG Xing-lei, GUO Qun-lu, ZHAO Chuan, LIU Jing-hong. Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation [J]. Rock and Soil Mechanics, 2025, 46(11): 3626-3636.
[9] ZHANG Xin-ye, LIU Zhi-wei, WENG Xiao-lin, LI Xuan-cong, ZHAO Jian-chong, LIU Xiao-guang. Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers [J]. Rock and Soil Mechanics, 2025, 46(11): 3637-3648.
[10] WU Di, CHEN Rong, KONG Gang-qiang, NIU Geng, MIAO Yu-song, WANG Zhen-xing. Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles [J]. Rock and Soil Mechanics, 2025, 46(11): 3649-3660.
[11] XU Guo-qing, HUANG Gao-xiang, WANG Xie-kang, LUO Deng-ze, LI Hong-tao, YAO Qiang, . Rock cracking and evolution mechanism under the action of new type of arc-shaped charge blasting [J]. Rock and Soil Mechanics, 2025, 46(10): 3267-3279.
[12] WANG Shuai, WANG Yu-hui, WANG Ling, LI Jia-qi, ZHAO Zi-hao, PANG Kai-xuan, . Influence mechanism of rock pore structure and mineral composition on crack propagation based on grain based model [J]. Rock and Soil Mechanics, 2025, 46(10): 3289-3301.
[13] YANG Li. Numerical analysis and bearing capacity determination criteria of field plate loading tests [J]. Rock and Soil Mechanics, 2024, 45(S1): 723-730.
[14] ZHAO Yang, LU Zheng, YAN Ting-zhou, LI Jian, TANG Chu-xuan, QIU Yu, YAO Hai-lin, . Vibration compaction behaviors and prestressing effect of geocell-reinforced subgrade [J]. Rock and Soil Mechanics, 2024, 45(S1): 771-782.
[15] XUE Xiu-li, XIE Wei-rui, LIAO Huan, ZENG Chao-feng, CHEN Hong-bo, XU Chang-jie, HAN Lei, . Barrier effect of adjacent deep-buried metro station and its influence on ground settlement induced by foundation pit dewatering [J]. Rock and Soil Mechanics, 2024, 45(9): 2786-2796.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!