Compression behaviors of compacted bentonite-sand mixtures as buffer material for HLW disposal
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Compression behaviors of compacted bentonite-sand mixtures as buffer material for HLW disposal
Vol. 34, Issue 6, (2013)
作者机构:
兰州大学 西部灾害与环境力学教育部重点实验室,兰州,730000
作者简介:
基金信息:
DOI:
CLC:TU411.5
Online First:14 June 2013,
Published:2013
稿件说明:
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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).
DOI:
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).DOI:
Compression behaviors of compacted bentonite-sand mixtures as buffer material for HLW disposal
buffer backfilling material should be pre-compacted to a certain density. The compression properties of buffer backfilling material have an important influence on the safety design
construction and operation for geological HLW repository. At present
bentonite-sand mixtures are considered to be the ideal buffer backfilling material in the geological HLW repository in China. the compression properties of bentonite-sand mixtures with different dry densities and sand ratios
whose water content is constant
are performed by WG oedometer. It is found that the compression coefficient a1-2 decreases quadratically with the increase of dry density
but it increases nonlinearly with the increase of sand ratio. Based on the concepts of effective clay density and effective water content
we try to explain the changes of the compression coefficient a1-2 with dry density and sand ratio. The regression analysis model of bentonite-sand mixtures with various dry densities and sand ratios are fitted based on the experimental data
and it hopes that this result can be used to provide a related basis of the optimization of buffer backfilling material.