Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (9): 3625-3634.doi: 10.16285/j.rsm.2018.1079

• Numerical Analysis • Previous Articles     Next Articles

Thermo-hydro-mechanical coupling simulation method of surrounding rock in high-level radioactive waste repository considering effective meso-thermal parameters

HOU Hui-ming1, 2, HU Da-wei1, 2, ZHOU Hui1, 2, LU Jing-jing1, 2, LÜ Tao3, ZHANG Fan4   

  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. School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, Hubei 430064, China
  • Received:2018-06-21 Online:2019-09-10 Published:2019-09-08
  • Supported by:
    This work was supported by the National Key R & D Program of China(2018YFC0809601), the National Natural Science Foundation of China (51779252) and the Major Projects of Technical Innovation in Hubei (2017AAA128).

Abstract: The sustained releasing heat of spent fuel has important impacts on the mechanical and seepage fields of the surrounding rock in high-level waste disposal repositories and its long-term stability. Generally, the thermal parameters of surrounding rock depend on the mineral composition, porosity and pore fluid of rock. To the multi-field coupling analysis of high-level radioactive waste geological repository, it is necessary to determine the values of thermal parameters accurately. Through the meso-mechanical analysis, the method was established to obtain the effective thermal parameters of the surrounding rock, including heat capacity, thermal conductivity coefficient, and thermal expansion coefficient. Based on Biot theory for porous media, a thermo- hydro-mechanical coupling model was built, and then its numerical simulation method of surrounding rock in the high-level radioactive waste repository was proposed. Finally, through the multi-field coupling software of COMSOL Multiphysics, the proposed numerical simulation method was verified using the in-situ test data of thermo-hydro-mechanical coupling in surrounding rock in the Mont Terri high-level waste underground laboratory in Switzerland. The simulation results agreed well with the experimental results. The evolution law of the thermo-hydro-mechanical coupling process was also discussed. The research results can provide a scientific basis for the safety assessment and site selection of high-level radioactive waste repository in China.

Key words: multiphysics coupling, high-level radioactive waste, thermal parameters, meso-mechanics

CLC Number: 

  • TU 452
[1] HOU Hui-ming, HU Da-wei, ZHOU Hui, LU Jing-jing, LÜ Tao, ZHANG Fan. Thermo-hydro-mechanical coupling numerical simulation method for high-level waste geological repository considering excavation damage [J]. Rock and Soil Mechanics, 2020, 41(3): 1056-1064.
[2] CHEN Zhi-xiang, LI Shun-qun, XIA Jin-hong, ZHANG Xun-cheng, GUI Chao,. Calculation of frozen soil thermal parameters considering unfrozen water content [J]. , 2017, 38(S2): 67-74.
[3] CHEN Shi-wan, YANG Chun-he, WANG Gui-bin, LI Er-bing, CHEN Liang,. Experimental study of acoustic emission monitoring in situ excavation damage zone of Beishan exploration tunnel [J]. , 2017, 38(S2): 349-358.
[4] LEI Guang-wei, YANG Chun-he, WANG Gui-bin, WEI Xiang, CHEN Shi-wan, HUO Liang,. Rock quality evaluation and application based on comprehensive index of rockmass structures [J]. , 2017, 38(8): 2343-2350.
[5] CHEN Shi-wan, YANG Chun-he, LIU Peng-jun, WANG Gui-bin, WEI Xiang,. Laboratory simulation test of thermal cracking of Beishan granite [J]. , 2016, 37(S1): 547-556.
[6] LI Peng-fei , ZHAO Xing-guang , CAI Mei-feng , . Discussion on approaches to identifying cracking initiation stress of rocks under compression condition: A case study of Tianhu granodiorite in Xinjiang Autonomous Region [J]. , 2015, 36(8): 2323-2331.
[7] ZHANG Hu-yuan ,ZHANG Xue-chao ,CHEN Xiao-ning,. Research on thermal parameters of different earthen monument soils [J]. , 2014, 35(S1): 57-62.
[8] ZHANG Hu-yuan,ZHOU Lang,CHEN Hang,YAN Ming. Research on effect of Eu(III) solution on the permeability of bentonite-sand mixtures [J]. , 2014, 35(S1): 215-220.
[9] ZHOU Song ,CHEN Yi-feng ,ZHANG Qin ,ZHENG Hua-kang ,ZHOU Chuang-bing , . A model for effective thermal conductivity of unsaturated bentonite [J]. , 2014, 35(4): 1041-1048.
[10] ZONG Zi-hua , CHEN Liang , CHEN Qiang , WEI Yun-jie , WANG Xi-yong , WANG Ju . Study of relationship between rock structure and rock quality and its application to site evaluation of Beishan HLW repository [J]. , 2013, 34(S1): 279-284.
[11] WEN Bin , WU Qing-bai , JIANG Guan-li , ZHANG Peng . Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm [J]. , 2013, 34(8): 2401-2408.
[12] ZHANG Hu-yuan, JIA Ling-yan, ZHOU Lang. Compression behaviors of compacted bentonite-sand mixtures as buffer material for HLW disposal [J]. , 2013, 34(6): 1546-1552.
[13] MENG De-lin , SUN De-an , LIU Yue-miao. Soil-water characteristic curves of Gaomiaozi bentonite-sand mixtures [J]. , 2012, 33(2): 509-514.
[14] SUN De-an,MENG De-lin,SUN Wen-jing,LIU Yue-miao. Soil-water characteristic curves of two bentonites [J]. , 2011, 32(4): 973-0978.
[15] LIU Wen-bai , LIU Zi-sheng, ZHOU Jian. Analysis of uplift mechanism of uniform section piles in sandy soil [J]. , 2009, 30(S1): 201-205.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!