Inhibition of groundwater salt content on the healing of HLW buffer block joints
ZHANG Huyuan1,2,ZHU Fei1,2,WANG Zhaoming1,2
(1. Key Laboratory of Mechanics on Disaster and Environment in Western China,Ministry of Education,Lanzhou University,
Lanzhou,Gansu 730000,China;2. School of Civil Engineering and Mechanics,Lanzhou University,
Lanzhou,Gansu 730000,China)
Abstract:Construction joints between compacted bentonite blocks in buffer barrier will be closed due to bentonite hydration and swell during the long-term operation of underground HLW repositories. While this self-healing of joints tends to be inhibited,because the swelling of bentonite will be restricted by salts in groundwater. This work studies the effect of permeat salt content on joint healing performance by permeability,thermal conductivity and microstructure tests. The bentonite-sand mixture is compacted into cake-shaped sample with a joint,in which pellet bentonite with a particle rate of 70% was filled. Chemical solutions simulating the groundwater of Beishan area in Gansu is used to conduct permeability tests by rigid-wall permeameter,followed by thermal conductivity and microstructure tests,in comparison with the tests by distilled water. The results show that the hydraulic conductivity of block joint system is the smallest in case that distilled water is used as permeating fluid. With the increase of total dissolved solid,TDS,from zero to 10 g/ L,the hydraulic conductivity increased from 3×10-10 cm/s to 8.5×10-9 cm/s,more than one order of magnitude,indicating an increased inhibition to joint healing by higher salt content. After permeation test,the dry density in the joint area was increased,while the dry density outside the joint was decreased. This certificates that joint is healed by a process that bentonite swells towards the space where low stress conditions exist. Detailed analysis shows that higher TDS corresponds to lower increment in dry density within joint compared with distilled water,indicating again the salt inhibition effect. When permeat TDS is increased,thermal conductivity,in general,tends to be decreased slowly with a larger variation,indicating a reduction in thermal stability.
郑 珉,张琦超,黄彦良,等. 中国高放废物处置库甘肃北山预选区腐蚀研究用代表性地下水成分的确定[J]. 中国腐蚀与防护学报,2016,36(2):185–190.(ZHENG Min,ZHANG Qichao,HUANG Yanliang,et al. Determination of representative ground-water for corrosion assessment of candidate materials used in Beishan area preselected for high-level radioactive waste disposal repository[J]. Journal of Chinese Society for Corrosion and Protection,2016,36(2):185–190.(in Chinese))
[1]
张虎元,王学文,刘 平,等. 缓冲回填材料砌块接缝密封及愈合研究[J]. 岩石力学与工程学报,2016,35(增2):3 605–3 614. (ZHANG Huyuan,WANG Xuewen,LIU Ping,et al. Sealing and healing of compacted bentonite block joints in HLW disposal[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.2):3 605–3 614.(in Chinese))
[2]
张虎元,王 英,马国梁,等. 膨润土粉密封条件下缓冲砌块接缝的膨胀应力发展研究[J]. 岩石力学与工程学报,2018,37(9):2 200–2 208. (ZHANG Huyuan,WANG Ying,MA Guoliang,et al. Stress development in compacted block joints backfilled with bentonite powder in HLW barrier[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(9):2 200–2 208.(in Chinese))
[9]
GRIM R E. Clay mineralogy[M]. 2nd ed. New York:McGraw-Hill,1968.
[4]
KOLSTAD D C,BENSON C H,TUNCER B E. Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions[J]. Journal of Geotechnical and Geoenvironmental Engineering,2004,130(12):1 236–1 249.
[8]
陈 航,张虎元,郭永强,等. 混合型缓冲回填材料导热性能测试与预测研究[J]. 岩石力学与工程学报,2014,33(增2):4 312–4 320. (CHEN Hang,ZHANG Huyuan,GUO Yongqiang,et al. Measurement and prediction of thermal properties of bentonite-sand mixtures as buffer backfilling materials for high level radioactive waste[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.2):4 312–4 320.(in Chinese))
by clay–water interaction[J]. Soil Science,1958,88:83–90.
[5]
陈 宝,陈建琴,曹永超. 接缝对高压实膨润土工程屏障自封闭性能的影响[J]. 岩石力学与工程学报,2012,31(3):618–614.(CHEN Bao,CHEN Jianqin,CAO Yongchao. Influence of joint on self-sealing behavior of highly compacted bentonite in engineering barrier[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):618–624.(in Chinese))
[7]
中华人民共和国国家标准编写组. GB/T50123—1999 土工试验方法标准[S]. 北京:中国计划出版社,1999. (The National Standards Compilation Group of the People's Republic of China. GB/T50123—1999 Test method standard[S]. Beijing:China Planning Press, 1999. (in Chinese))
[3]
LUTZ,J F,KEMPER W D. Intrinsic permeability of clay as affected