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谈云志, 赵凌晖, 张金生, 祝雨, 明华军. 高密实石墨-膨润土块体的“两步压实”制备方法[J]. 岩土工程学报. DOI: 10.11779/CJGE20240764
引用本文: 谈云志, 赵凌晖, 张金生, 祝雨, 明华军. 高密实石墨-膨润土块体的“两步压实”制备方法[J]. 岩土工程学报. DOI: 10.11779/CJGE20240764
High density graphite-bentonite mixture block prepared with “Two-Step Compaction” method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240764
Citation: High density graphite-bentonite mixture block prepared with “Two-Step Compaction” method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240764

高密实石墨-膨润土块体的“两步压实”制备方法

High density graphite-bentonite mixture block prepared with “Two-Step Compaction” method

  • 摘要: 膨润土和石墨细腻如粉,压成高密实大型块体,需要超大吨位的加载设备。为破解该难题,提出“两步压实”法,即先把细腻的粉粒压成高密实块体,再破碎成团;然后,团粒与粉粒再混合,以较低的荷载压成尺寸更大的高密实块体。研究表明,相较于用纯粉粒膨润土直接压实,“两步压实”法可以实现用相同吨位压力机制备出更高密实度的块体,提升块体密度超4%。当目标干密度为1.93 g/cm3时,压实应力可减少4 MPa。压实过程中,团粒经历“重排、破碎、压密”的变化,当团粒含量在30%时,复压块体能更好地发挥压实力效益、具备更优的成型能力和均匀性。微观试验也表明:“两步压实法”能够减小复压块体中的孔径,提高块体的密实度。

     

    Abstract: Bentonite and graphite, as fine as powder, are pressed into large, high-density blocks that require super-tonnage loading equipment. For solving this problem, the Two-step compaction method is proposed, that is, the fine powder particles are first pressed into high dense blocks, and then broken into clusters. The aggregates are then remixed with the powder particles and pressed into larger high-density blocks at lower loads. The results show that the "two-step compaction" method can realize the preparation of high-density bulk bentonite by low tonnage press. Pure powder compacted to effective dry density of 1.85g /cm3, the maximum compaction load 14 MPa; For the aggregate - powder mixture, the maximum compaction load is only required 10 MPa. Is it reduced 28.6%. Moreover, the compacted block has good apparent shape and uniform density. When the proportion of aggregates is 10-50%, it is easier to compact. During the compaction process, the granules undergo changes of "rearrangement, fragmentation, and densification". When the mixture ratio between granules and powder is appropriate, a compacted block with localized individual large pores can be formed. Through water absorption expansion and creep adjustment, these large pores are transformed into tiny pores, effectively ensuring impermeability performance.

     

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