Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (11): 2925-2933.doi: 10.16285/j.rsm.2021.0507

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Optimal curing humidity for compacted bentonite-sand mixtures

ZHANG Hu-yuan1, 2, DING Zhi-nan1, TAN Yu1, ZHU Jiang-hong1, CAO Zhi-wei1   

  1. 1. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, Gansu 730000, China; 2. Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou, Gansu 730000, China
  • Received:2021-05-13 Revised:2021-07-26 Online:2021-11-11 Published:2021-11-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41972265).

Abstract: The buffer blocks used in deep geological repositories of high-level radioactive wastes (HLW) should be cured in an appropriate environment to prevent the deterioration of buffer blocks such as desiccation shrinkage and cracking. In this study, the bentonite-sand mixtures with different initial moisture contents (11.23%-21.63%) were compressed in the laboratory to simulate the production of buffer blocks. The bentonite-sand mixtures were cured at different relative humidity (RH) of 33%, 75%, 85% and 100% in order to find the optimum curing humidity. During the curing process, the periodical mass change was weighed by a balance, the size change was measured by a vernier caliper, and the thermal conductivity was tested after the curing was balanced. The test results indicate that the moisture variation of bentonite-sand mixtures during curing was consistent with the soil-water characteristic curves (SWCCs) of the mixtures. When the compacted bentonite-sand mixtures were cured at the relative humidity of 33%, 75% and 85%, the samples were dehydrated and became dried, resulting in desiccation shrinkage and cracking. When the relative humidity was100%, the mixtures with a lower initial moisture content of 11.23%-14.99% tended to absorb moisture from the environment and swelled. While the mixtures with a higher moisture content of 17.22%-21.63% were desiccated to shrink, but no obvious cracks were observed on the surface of these cured specimens. Under the curing condition of RH = 100%, the variation of water content and volume of the sample with an initial water content of 17.22% was the minimum, which was considered as the optimum curing humidity for buffer blocks. The optimal curing conditions (optimum RH) of industrial-scale buffer blocks used in the disposal repository can be estimated by the SWCCs of the small buffer blocks, and the development of drying shrinkage crack can be quantitatively evaluated by the thermal conductivity of buffer blocks.

Key words: high-level radioactive waste (HLW), bentonite-sand mixture, buffer block, curing, relative humidity

CLC Number: 

  • TU 443
[1] NIU Pan-yu, ZHANG Chang-suo, ZHAO Jin-chang, LI Peng. Propagation characteristics of low-frequency ultrasonic guided waves in grouting rock bolts [J]. Rock and Soil Mechanics, 2021, 42(10): 2885-2894.
[2] ZHANG Hu-yuan, ZHAO Bing-zheng, TONG Yan-mei, . Thermal conductivity and uniformity of hybrid buffer blocks [J]. Rock and Soil Mechanics, 2020, 41(S1): 1-8.
[3] WEN Wei, LAI Yuan-ming, YOU Zhe-min, LI Ji-feng, . Analysis of pore relative humidity of salinized unsaturated soil based on Pitzer model [J]. Rock and Soil Mechanics, 2020, 41(6): 1944-1952.
[4] DAO Minh-huan, LIU Qing-bing, HUANG Wei, XIANG Wei, WANG Zhen-hua, . Study on desiccation –shrinkage characteristic and shrinkage cracking mechanism of bentonite and sand mixtures [J]. Rock and Soil Mechanics, 2020, 41(3): 789-798.
[5] ZHOU Yi-chao, CHEN Cong-xin, LIU Xiu-min, DUAN Shu-qian, ZHANG Hai-na, XIA Kai-zong,. Experiments on ageing effect of gypsum rock induced by water [J]. , 2018, 39(6): 2124-2130.
[6] XIA Kai-zong, CHEN Cong-xin, SONG Xu-gen, LIU Xiu-min, ZHOU Yi-chao, . Analysis of catastrophic failure mechanism of roof bed in gypsum mines induced by relative humidity [J]. , 2018, 39(2): 589-597.
[7] CHEN Zhi-guo, TANG Chao-sheng, YE Wei-min, WANG De-yin, . Volume change characteristics of bentonite-sand mixture under hydro-mechanical coupling condition [J]. , 2017, 38(4): 1041-1051.
[8] SUN Wen-jing, LIU Shi-qing, SUN De-an, WEI Zhen-fei. Influence of sand mixing ratio on swelling characteristics of bentonite-sand mixtures [J]. , 2016, 37(6): 1642-1648.
[9] ZHANG Rong-jun, ZHENG Jun-jie, CHENG Yu-shi, DONG Rui,. Experimental investigation on effect of curing temperature on strength development of cement stabilized clay [J]. , 2016, 37(12): 3463-3471.
[10] WEN Tao,MI Hai-zheng,YANG Peng,YING Sai,WANG Yue-li. An experimental study of the compaction characteristics of sulfate saline soil [J]. , 2015, 36(7): 1945-1952.
[11] CHEN Si-li , YANG Yu-lin , ZHOU hui , HU Da-wei,. Effect of sewage environment on permeability of cemented soil [J]. , 2015, 36(11): 3047-3054.
[12] 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.
[13] WANG Long, FANG Xiang-wei, SUN Fa-xin, LI Chun-hai, CHEN Zheng-han, QIN Bing. Test on soil-water characteristic curves of bentonite-sand mixtures [J]. , 2013, 34(8): 2264-2270.
[14] 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.
[15] ZHANG Ming,ZHANG Hu-yuan,JIA Ling-yan. Unsaturated water diffusion in compacted bentonite-sand mixtures as a high level radioactive waste buffer by infiltration tests [J]. , 2012, 33(6): 1673-1678.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Kui, GAO Bo. Study of construction schemes for metro tunnel crossing river and bridge[J]. , 2010, 31(5): 1509 -1516 .
[2] YANG Bing, YANG Jun, CHANG Zai, GAN Hou-yi, SONG Er-xiang. 3-D granular simulation for compressibility of soil-aggregate mixture[J]. , 2010, 31(5): 1645 -1650 .
[3] XIAO Shi-guo,XIAN Fei,WANG Huan-long. 一种微型桩组合抗滑结构内力分析方法[J]. , 2010, 31(8): 2553 -2559 .
[4] YE Hai-lin, ZHENG Ying-ren, HUANG Run-qiu, DU Xiu-li, LI An-hong4, XU Jiang-bo. Study of application of strength reduction dynamic analysis method to aseismic design of anti-slide piles for landslide[J]. , 2010, 31(S1): 317 -323 .
[5] ZHANG Zhi-pei, PENG Hui, RAO Xiao. Numerical simulation study of grouting diffusion process in soft soil foundation[J]. , 2011, 32(S1): 652 -0655 .
[6] WU Li-zhou , ZHANG Li-min , HUANG Run-qiu. Analytic solution to coupled seepage in layered unsaturated soils[J]. , 2011, 32(8): 2391 -2396 .
[7] LIU Run , WANG Xiu-yan , LIU Yue-hui , WANG Wu-gang. Thermal buckling analysis of submarine buried pipelines with isolated prop initial imperfection[J]. , 2011, 32(S2): 64 -69 .
[8] LIANG Yao-zhe. Analysis of active earth pressure of rigid pile composite foundation[J]. , 2012, 33(S1): 25 -29 .
[9] HAN Jian-xin , LI Shu-cai , LI Shu-chen , YANG Wei-min , WANG Lei . Study of post-peak stress-strain relationship of rock material based on evolution of strength parameters[J]. , 2013, 34(2): 342 -346 .
[10] HUANG Da , CEN Duo-feng , HUANG Run-qiu . Influence of medium strain rate on sandstone with a single pre-crack under uniaxial compression using PFC simulation[J]. , 2013, 34(2): 535 -545 .