Water retention characteristics of unsaturated bentonite–sand mixtures under controlled-temperature

被引:0
作者
Zhihua Yao
Faxin Sun
Xiangwei Fang
Zhenghan Chen
机构
[1] Air Force Engineering University,Department of Airdrome Construction Engineering
[2] China Construction Limited,School of Civil Engineering
[3] Chongqing University,Department of Military Installations
[4] Army Logistical University,undefined
来源
Environmental Earth Sciences | 2021年 / 80卷
关键词
Unsaturated bentonite–sand mixtures; Radioactive waste disposal; Water retention characteristics; Sand content;
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中图分类号
学科分类号
摘要
Unsaturated bentonite–sand mixtures (BSMs) are accepted generally as ideal buffer/backfill materials in geologic repositories because of its excellent performance. Water retention characteristics are the important factor that affect the engineering properties of BSMs, but little attention has been devoted to that of Gaomiaozi (GMZ) BSMs under controlled-temperature in high suction range. This study evaluated the soil–water characteristic curves (SWCCs) of compacted GMZ BSMs using the vapour equilibrium technique with different sand content and temperature under unconfined conditions. It was found that the sand grains size had a negligible effect on the SWCCs in the high suction range. As the temperature increased, the decreasing adsorption and the increasing evaporation capacity promoted the decrease of water content. The BSMs changed from the compact structure to a loose structure with increasing sand content, which strengthened the flow of vapour and evaporation of water from bentonite and leaded to an observable reduction of water retention characteristics of GMZ BSMs. We presented a new empirical equation for unsaturated BSMs in the high suction rang considering effects of temperature and sand content, and that processed the data more efficiently and described satisfactorily the effects of temperature and sand content on the SWCCs of GMZ BSMs.
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[1]  
Alonso EE(2005)The FEBEX benchmark test: case definition and comparison of modelling approaches Int J Rock Mech Min Sci 42 611-638
[2]  
Alcoverro J(2005)Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting Eng Geol 81 213-226
[3]  
Coste F(2008)Vapour equilibrium and osmotic technique for suction control Geotech Geol Eng 26 661-673
[4]  
Malinsky L(2001)Thermo-hydro-mechanical characterisation of a bentonite-based buffer material by laboratory tests and numerical back analyses Int J Rock Mechan & Min ences 38 95-104
[5]  
Merrien-Soukatchoff V(2017)Compression, swelling and rebound behavior of GMZ bentonite/additive mixture under coupled hydro-mechanical condition Eng Geol 221 50-60
[6]  
Kadiri I(2017)On the hydro-mechanical behaviour of MX80 bentonite-based materials J Rock Mechan Geotechn Eng 9 565-574
[7]  
Jussila P(2008)Determining the unsaturated hydraulic conductivity of a compacted sand–bentonite mixture under constant-volume and free-swell conditions Phys Chem Earth Parts A/B/C 33 S462-S471
[8]  
Alonso EE(2011)Thermal-mechanical behavior of compacted GMZ bentonite Soils Found 51 1065-1074
[9]  
Romero E(2012)Swelling characteristics of compacted GMZ bentonite- sand mixtures as a buffer/backfill material in China Eng Geol 141–142 65-73
[10]  
Hoffmann C(1999)Suction and volume changes of a bentonite-enriched sand Proce Institution Civil Eng Geotechn Eng 137 197-201