关于泡性活性泥材料 (AASCM) 流动性的研究
Kunpeng Yu1, Liqiang Ma1,2, Ichhuy Ngo1
1School of Mines, China University of Mining and Technology, Xuzhou, 221116, China.
Heliyon
|December 6, 2023
概括
该研究显示,较大的聚合物颗粒提高了泡AASCM的流动性,而增加的泡剂则减少了流动性. 这些发泡AASCM的风湿学变化与气泡相互作用和水膜厚度有关.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 类风病学 类风病学 类风病学
背景情况:
- 了解活性污泥水泥 (AASCM) 材料的风质性质对于其应用至关重要.
- 流动性和流量特征是AASCM的关键性能指标.
研究的目的:
- 调查泡剂剂量和总颗粒大小如何影响AASCM的流动性和质性行为.
- 建立一个模型,根据材料的组成和结构来预测这些特性.
主要方法:
- 试验测试AASCM与不同的发泡剂剂量和聚合物大小 (D(4,3) 从26微米到69微米).
- 开发和校准一个泡粒子包装模型.
- 模拟水膜厚度 (WFT) 演变与泥膨胀度的模拟.
主要成果:
- 增加的聚合颗粒大小提高了AASCM流动性.
- 增加发泡剂剂量会降低AASCM的流动性.
- 气泡特征 (数量,分布) 和聚合性质 (空隙,表面积) 显著影响流动性和WFT.
结论:
- 聚合物大小和发泡剂剂量是控制AASCM流动性的关键因素.
- 泡粒子包装模型为微观结构和宏观性质之间的关系提供了洞察力.
- 发泡AASCM的流动性是通过泡诱导的紧度,特定表面积和WFT的变化来调节的.
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