石英砂掺量对膨润土-砂混合物泥浆样干缩开裂的控制机制

张虎元; 谭煜; 何东进; 张国超

doi:10.11779/CJGE201902005

石英砂掺量对膨润土-砂混合物泥浆样干缩开裂的控制机制 English Version

1. 兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州 730000;
2. 兰州大学土木工程与力学学院,甘肃兰州 730000

基金项目: 国家自然科学基金项目（41672261）; 中央高校基本科研业务费专项项目（lzujbky-2016-k15,lzujbky-2017-ct02）

详细信息

作者简介:
张虎元(1963- ),男,博士,教授,主要从事与废弃物处置有关的环境岩土工程方面的教学与研究工作。E-mail: zhanghuyuan@lzu.edu.cn。

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出版历程
- 收稿日期: 2017-12-11
- 发布日期: 2019-02-24

Influence mechanism of quartz sand content on drying shrinkage and crack of paste-like bentonite-sand mixtures as buffer/backfill materials

1. Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University), Ministry of Education, Lanzhou 730000, China;
2. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China

摘要

摘要: 高放废物地质处置工程中,膨润土-砂混合物作为缓冲回填材料的干缩开裂特征对工程屏障的安全性有重要影响。以混合型缓冲回填材料为研究对象,分别制备掺砂率为0%~50%膨润土-砂的浆状试样,通过室内恒温干燥试验,研究混合物的干缩开裂特征。结果表明：当掺砂率小于30%时,混合物的收缩曲线与径向应变曲线均基本重合,石英砂悬浮在膨润土中,混合物的干缩开裂特性由膨润土决定;当掺砂率大于30%时,混合物中石英砂逐渐相互接触,增加了颗粒间的摩擦力且有大孔隙形成,进而能够抑制混合物的干缩开裂。石英砂颗粒的相互接触显著提高了混合物进气值,略微提高了缩限,限制了混合物的干燥收缩。大孔隙的形成导致毛细水作用力的降低;颗粒间摩擦力的增加,增强了混合物抵抗断裂的能力,进而抑制了混合物干燥裂隙的发展。最终确定了抑制膨润土-砂混合物干缩开裂的最低掺砂率为30%。
- 缓冲回填材料 /
- 膨润土-砂混合物 /
- 掺砂率 /
- 土收缩特征曲线 /
- 缩限 /
- 进气点 /
- 干燥开裂
Abstract: The shrinkage and crack characteristics of bentonite-sand mixtures as buffer/backfill materials play an important role in the security of high-level radioactive waste (HLW) geological disposal. In this investigation, the paste-like bentonite-sand mixtures with sand ratios of 0% to 50% in dry mass are prepared and subjected to indoor thermostatic drying in order to study their volumetric shrinkage and desiccated crack behaviors. The tests results indicate that when the sand ratio is less than 30%, the soil shrinkage characteristic curves (SSCC) and radial shrinkage strain curves are almost identical, respectively, indicating that the shrinkage and crack characteristics of the mixtures are dominated by bentonite because sand particles are suspended in bentonite powders without interaction. When the sand ratio is larger than 30%, the sand particles gradually contact to increase friction, and larger pores are formed by sand mixing, a phenomenon which restrains the shrinkage and crack development of the paste-like mixtures. The amount of air entry remarkably increases, and the shrinkage limit slightly increases because of the increased contact of sand particles, indicating the restraint of shrinkage of bentonite. Larger pores weaken the capillary force, and a higher fraction reinforces the cap ability of the mixtures to resist fractures, a phenomenon which directly restrains the extension of drying cracks. The minimum sand ratio to restrain shrinkage and desiccated crack propagations of the paste-like bentonite-sand mixtures is 30%.
- buffer/backfill material /
- bentonite-sand mixture /
- sand ratio /
- soil shrinkage characteristic curve /
- shrinkage limit /
- air entry /
- desiccated crack

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参考文献(31)

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石英砂掺量对膨润土-砂混合物泥浆样干缩开裂的控制机制 English Version

作者简介: 张虎元(1963- ),男,博士,教授,主要从事与废弃物处置有关的环境岩土工程方面的教学与研究工作。E-mail: zhanghuyuan@lzu.edu.cn。

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出版历程

Influence mechanism of quartz sand content on drying shrinkage and crack of paste-like bentonite-sand mixtures as buffer/backfill materials

期刊类型引用(5)

其他类型引用(9)

计量

出版历程

目录

作者简介:
张虎元(1963- ),男,博士,教授,主要从事与废弃物处置有关的环境岩土工程方面的教学与研究工作。E-mail: zhanghuyuan@lzu.edu.cn。