Research Articles

Ageing effect on swelling characteristics of Gaomiaozi (GMZ) bentonite saturated by salt solution

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  • Department of Civil Engineering, Shanghai University, Shanghai 200444, China

Received date: 2018-12-11

  Online published: 2021-02-28

Abstract

There is a long time gap between buffer bentonite block preparation and wetting; thus, it is necessary to study the effect of ageing on swelling characteristics. Gaomiaozi (GMZ) sodium bentonite was used as the test material, and curing periods of 0, 7, 15, 30, and 90 days after preparation were chosen, while maintaining constant dry density and water content. The swelling deformation and pressure tests were performed by saturating the specimens with salt solutions in an odometer. Scanning electron microscope (SEM) was also performed. The test results showed that the swelling deformation and pressure of GMZ bentonite decreased with increasing curing time. The decrease was obvious in the early stage, and it tended to be stable in the later stage. At the same curing time, the ageing effect on the swelling property weakened when the TDS concentration increased. The SEM images revealed that upon increasing the ageing time and TDS concentration, the bentonite was hydrolysed and the pores between the aggregates tended to be homogenised. The variance of pores between the aggregates caused by increasing TDS concentration was larger than that caused by increasing ageing time. This is consistent with the conclusion for the swelling force attenuation rate: under the condition of low TDS concentration and short ageing time, the TDS concentration may have a more obvious influence than the ageing time.

Cite this article

YANG Kang, SUN Dean, ZHANG Qianyue . Ageing effect on swelling characteristics of Gaomiaozi (GMZ) bentonite saturated by salt solution[J]. Journal of Shanghai University, 2021 , 27(1) : 181 -189 . DOI: 10.12066/j.issn.1007-2861.2127

References

[1] 王驹, 苏锐, 陈伟明, 等. 中国高放废物深地质处置[J]. 岩石力学与工程学报, 2006,25(4):649-658.
[1] Wang J, Su R, Chen W M, et al. Deep geological disposal of high-level radioactive waste in China[J]. Chinese Journal of Rock Mechanics and Engineering, 2006,25(4):649-658.
[2] 温志坚. 中国高放废物深地质处置的缓冲材料选择及其基本性能[J]. 岩石矿物学杂志, 2005,24(6):583-586.
[2] Wen Z J. Selection and basic properties of China's buffer materials for high level radioactive waste repository[J]. Acta Petrologica et Mineralogica, 2005,24(6):583-586.
[3] Karnland O. Bentonite swelling pressure in strong NaCl solutions[J]. Posiva, 1998,32:98-101.
[4] di Maio C. Exposure of bentonite to salt solution: osmotic and mechanical effects[J]. Geotechnique, 1996,46(4):695-707.
[5] 郭招群, 刘俊新, 甘建军, 等. 盐溶液对高庙子钠基膨润土膨胀性能的影响[J]. 西南科技大学学报, 2017,32(3):22-26.
[5] Guo Z Q, Liu J X, Gan J J, et al. The influence of the salt solution on swelling property of Gaomiaozi Na-bentonite[J]. Journal of Southwest University of Science and Technology, 2017,32(3):22-26.
[6] 赖小玲, 叶为民, 刘毅, 等. 高庙子膨润土膨胀力时效性试验研究[J]. 岩土工程学报, 2014,36(3):574-579.
[6] Lai X L, Ye W M, Liu Y, et al. Experimental investigation on ageing effects on swelling pressure of unsaturated GMZ01 bentonite[J]. Chinese Journal of Geotechnical Engineering, 2014,36(3):574-579.
[7] Rao K S, Tripathy S. Effect of aging on swelling and swell-shrink behavior of a compacted expansive soil[J]. Geotechnical Testing Journal, 2003,26(1):59-63.
[8] 郭永海, 杨天笑, 刘淑芬. 高放废物处置库甘肃北山预选区水文地质特性研究[J]. 铀矿地质, 2001,24(6):583-586.
[8] Guo Y H, Yang T X, Liu S F. Study on hydrogeological characteristics of high-level radioactive waste disposal repository in Beishan pre-selected area, Gansu[J]. Uranium Geology, 2001,24(6):583-586.
[9] 孙德安, 张龙. 盐溶液饱和高庙子膨润土膨胀特性及预测[J]. 岩土力学, 2013,34(10):2790-2795.
[9] Sun D A, Zhang L. Swelling characteristics of Gaomiaozi bentonite saturated by salt solution and their prediction[J]. Rock and Soil Mechanics, 2013,34(10):2790-2795.
[10] Zhu C M, Ye W M, Chen Y G, et al. Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite[J]. Engineering Geology, 2013,166(10):74-80.
[11] Delage P, Marcial D, Cui Y J, et al. Ageing effects in a compacted bentonite: a microstructure approach[J]. Géotechnique, 2006,56(5):291-304.
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