›› 2013, Vol. 34 ›› Issue (10): 2756-2762.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A large-scale THMC experiment of buffer material for geological disposal of high level radioactive waste in China

LIU Yue-miao, WANG Ju, CAO Sheng-fei, MA Li-ke, XIE Jing-li, ZHAO Xing-guang, CHEN Liang   

  1. CNNC Key Laboratory on Geological Disposal of High Level Radioactive Waste, Beijing Research Institute of Uranium Geology, Beijing 100029, China
  • Received:2013-04-01 Online:2013-10-09 Published:2013-10-18

Abstract: The buffer material as one of the most important components of engineered barrier system is the last defence between waste container and host rock. This barrier plays an important role in stabilizing the repository excavations under the coupled thermal-hydro-mechanico-chemical (THMC) conditions, and in providing low permeability and diffusivities, and long-term retardation. To guarantee the long-term safety of the engineered barrier, a large-scale mock-up facility, named China-Mock-up is constructed in the laboratory of BRIUG. This facility concentrates on the research on Gaomiaozi-Na-bentonite, which is currently considered as the candidate buffer and backfill material for China's high level waste (HLW) repository. Methods of construction and test for buffer material Mock-Up is established. The current experimental data of the facility are reported and analyzed in the paper. The saturation process of the compacted bentonite is influenced by the competing mechanisms of drying effect induced by the heater and the wetting effect by the water penetration. The stress evolution of the compacted bentonite may be influenced by the thermal expansion induced by high temperature and the swelling pressure generated by bentonite saturation. The evolution of displacement of the heater which is to simulate vertical placement of a container with radioactive waste is validated for the first time. The experiment is evaluated THMC processes taking place in the compacted bentonite-buffer during the early phase of HLW disposal and to provide a reliable database for numerical modeling and further investigations of EBS, and the design of HLW repository.

Key words: high level radioactive waste geological disposal, buffer material, Na-bentonite, coupled THMC, large-scale Mock-Up

CLC Number: 

  • O 319.56
[1] TAN Yun-zhi, LI Hui, WANG Pei-rong, PENG Fan, FANG Yan-fen, . Hydro-mechanical performances of bentonite respond to heat-treated history [J]. Rock and Soil Mechanics, 2019, 40(2): 489-496.
[2] XU Tao, BAI Bing. SPH numerical solutions of thermo-hydro coupling for bentonite with varying physical parameters [J]. , 2018, 39(10): 3853-3862.
[3] LIU Peng, LIU Jun-xin, MAO Hai-jun, YANG Zhong-tian, LIU Wei, WU Shang-wei, WANG Wen-qing,. Influences of γ-rays irradiation on strength and deformation behaviors of Gaomiaozi Na-bentonite [J]. , 2017, 38(10): 2949-2956.
[4] ZHANG Long , SUN De-an , LIU Yue-miao,. Comparison between swelling properties of two Gaomiaozi Na-bentonites [J]. , 2016, 37(12): 3447-3454.
[5] CUI Su-li,ZHANG Hu-yuan,LIU Ji-sheng,LIANG Jian. Experimental study of swelling deformation for compacted bentonite-sand mixture as buffer material [J]. , 2011, 32(3): 684-691.
[6] ZHANG Hu-yuan, CUI Su-li, LIU Ji-sheng, LIANG Jian. Experimental study of swelling pressure of compacted bentonite-sand mixture [J]. , 2010, 31(10): 3087-3095.
[7] ZHANG Yu-jun. 2D finite element analysis of influence of three factors on saturation progress of buffer material [J]. , 2006, 27(6): 853-856.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CHU Xi-hua, XU Yuan-jie. Studies on transformation from M-C criterion to Drucker-Prager criterions based on distortion energy density[J]. , 2009, 30(10): 2985 -2990 .
[2] LIU Dou-dou, CHEN Wei-zhong, YANG Jian-ping, TAN Xian-jun, ZHOU X. Experimental research on strength characteristic of brittle rock unloading confining pressure[J]. , 2009, 30(9): 2588 -2594 .
[3] WANG Gui-yao,LI Bin,LUO Jun,FU Hong-yuan. Study of soil-water charactiristics and matric suction measurement device for unsaturated silty soil[J]. , 2010, 31(11): 3678 -3682 .
[4] LU Ying-fa, CHENG Zhu-lei, XIE Wen-liang, Lü Zhi-zhong. Application of geotechnics to sanitation landfill of refuse[J]. , 2009, 30(1): 91 -98 .
[5] JIA Qiang, YING Hui-qing, ZHANG Xin. Construction of basement in existing buildings by static bolt-pile[J]. , 2009, 30(7): 2053 -2057 .
[6] LU Jun-fu,WANG Ming-nian,JIA Yuan-yuan,YU Yu, TAN Zhong-sheng. Research on construction time of secondary lining of large section loess tunnel for high-speed railway[J]. , 2011, 32(3): 843 -848 .
[7] DANG Fa-ning , LIANG Xin-yu , TIAN Wei , CHEN Hou-qun. Numerical analysis of size effect on meso-concrete random aggregate model[J]. , 2009, 30(S2): 518 -523 .
[8] WANG Cheng-hua, AN Jian-guo. Numerical analyses of vertical bearing capacity of foundations with enlarged pile group[J]. , 2011, 32(S2): 580 -585 .
[9] FANG Tao , LIU Xin-rong , GENG Da-xin , LUO Zhao , JI Xiao-tuan , ZHENG Ming-xin . Model testing study of vertical bearing behaviors for large diameter pile with variable cross-section (I)[J]. , 2012, 33(10): 2947 -2952 .
[10] HU Wan-yu ,CHEN Xiang-hao ,LIN Jiang ,KUANG Lei-qiang . In-situ drilling tests of seepage in gravel soil core wall during the first impoundment in Pubugou hydropower station[J]. , 2013, 34(5): 1259 -1263 .