ZHANG Hu-yuan, PENG Yu, WANG Xue-wen, et al. Research on ice-soil mixed method to adjust water content
of bentonite as buffer/backfill material[J]. 2016, 37(S2): 144-150.
DOI:
ZHANG Hu-yuan, PENG Yu, WANG Xue-wen, et al. Research on ice-soil mixed method to adjust water content
of bentonite as buffer/backfill material[J]. 2016, 37(S2): 144-150.DOI: 10.16285/j.rsm.2016.S2.017.
Research on ice-soil mixed method to adjust water content
of bentonite as buffer/backfill material
Bentonite is buffer/backfill material needed in high level waste engineering barrier
and the high plasticity of bentonite affects the quality of buffer/backfill block. In a process of adding water for sample preparation
soil agglomeration and uneven distribution of water content affect the quality of blocks. Compared with traditional spray water method
this experiment explored a new water adding technic
mixing ice powder with bentonite powder (shortly the ice-soil mixing method). Water content is controlled between 5%-30%. In order to evaluate the ice-soil mixing method
the mixing efficiency
mass loss rate
the deviation between actual water content and target water content
the relationship between water content and agglomerated particle size
distribution and contents of agglomerate are measured. Besides
microwave-assisted thawing method is proposed to decrease thawing time. The results show that compared with spray water method
the ice-soil mixed method is less time consuming
less causing adhere to the container
and less causing water content deviate to targets. Moreover
the size and percentage of agglomerate in mixture are also decreased obviously; and water content distribution is more homogeneous; furthermore
microwave-assisted thaw method can significantly accelerate the thawing rate without affecting the amount of agglomerates and water content of specimens. This research provides a reference for the production of buffer/backfill material for High Level Waste (HLW) disposal
and can also be referenced by water content adjustment of other cohesive soil.