采用再生微粉的低强度高流态固化黄土流变特性及力学性质研究
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1.北京科技大学土木工程系;2.中铁建交通运营集团有限公司;3.中铁建天津轨道交通投资发展有限公司

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TU521.3

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国家重点研发计划(2023YFC3707803)


Rheological Characteristics and Mechanical Properties of Low-strength high-flowability solidified Loess with Recycled Micro-powder
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1.Department of Civil Engineering,University of Science and Technology Beijing;2.China Railway Construction Corporation Transportation Operation Company Limited;3.China Railway Construction Corporation Tianjin Rail Transit Investment Development Co,Ltd

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    摘要:

    为解决黄土不良工程特性及传统水泥等固化剂存在碳排放高的问题,采用机械研磨及热活化复合活化废弃泡沫混凝土再生微粉制备低强度高流态固化黄土,开展流动度测试、黏度试验及无侧限抗压强度试验。结果表明:采用10%、20%和30%掺量再生微粉制备低强度高流态固化黄土,随着再生微粉掺量的提高,低强度高流态固化黄土浆体的流动性下降,加入减水剂后流动性有提升;固化黄土浆体流变特征符合 Bingham 塑性模型,屈服应力、塑性黏度随着再生微粉掺量的增加持续降低,流动度与屈服应力成正相关,形成基于再生微粉掺量与减水剂掺量的流变参数预测模型;7d无侧限抗压强度随再生微粉掺量增加呈现上升趋势,形成基于固化黄土考虑再生微粉掺量的损伤本构模型。采用复合活化废弃泡沫混凝土再生微粉可以制备工程特性良好的低强度高流态固化黄土,为再生微粉应用于低强度高流态固化黄土提供理论参考。

    Abstract:

    Loess has poor engineering properties. Traditional cementitious solidifiers also cause high carbon emissions. To solve both problems, we processed waste foam concrete through mechanical grinding and thermal activation. This produced a composite-activated recycled micro-powder. We used this powder to prepare solidified loess with low strength and high flowability. The study included fluidity tests, viscosity measurements, and unconfined compressive strength tests. The results show that when preparing low-strength, high-flowability solidified loess using recycled micro-powder solidifier at dosages of 10%, 20%, and 30%, the flowability of the slurry decreases with higher micro-powder content, but improves upon adding a water-reducing agent. The rheological behavior of the slurry conformed to the Bingham plastic model, with both yield stress and plastic viscosity decreasing continuously as the recycled powder content increased. Flowability showed a positive correlation with yield stress. We have developed a rheological parameter prediction model based on the dosage of recycled micro-powder and water-reducing agent. The unconfined compressive strength of solidified loess specimens cured for 7 days exhibited an upward trend with increasing recycled micro-powder content, forming a damage constitutive model for solidified loess based on the dosage of recycled micro-powder. These findings indicate that the composite-activated recycled powder from waste foam concrete can be used to produce low-strength, high-flowability solidified loess with favorable engineering properties, offering useful insights for applying recycled powder in such materials.

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陈炳旭,仲志武,赵静,等. 采用再生微粉的低强度高流态固化黄土流变特性及力学性质研究[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-04-13
  • 最后修改日期:2026-07-04
  • 录用日期:2026-08-01
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