植被混凝土的孔隙结构特征及其对物理性质的影响
Fazhi Huo1, Xinjun Yan1,2, Jiaqi Liu1
1College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China.
Materials (Basel, Switzerland)
|March 14, 2026
概括
这项研究使用CT扫描和图像分析量化了植被混凝土的孔隙性,揭示了孔隙结构如何影响强度和透性. 关键发现将孔隙性和聚合物大小与材料特性联系起来,有助于优化混合物设计.
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.
- 混凝土技术 混凝土技术
背景情况:
- 植被混凝土需要优化性能.
- 了解孔隙结构对于材料特性至关重要.
- 现有的方法可能无法完全捕捉3D孔隙特征.
研究的目的:
- 用先进的成像技术量化植被混凝土的多孔性.
- 为了揭示毛孔结构和宏观性质之间的相关性.
- 阐明毛孔在强度-透性权衡中的作用.
主要方法:
- 计算机断层扫描 (CT) 扫描用于3D重建.
- 图像J和Avizo 3D软件用于图像分析和孔径量化.
- 分形分析和多参数回归建模.
主要成果:
- 聚合物大小和多孔度与压力强度负相关,与透度正相关.
- 3D CT-derived porosity与 2D 分析非常相匹配,在 1% 的偏差范围内.
- 碎形维度与毛孔度和总体大小正相关,表明增强的连接性.
结论:
- 连接的多孔性显著影响压力强度和透性,而不是截面多孔性.
- 孔隙结构参数,如等效孔隙大小和碎形维度,是强度和透性的关键预测因素.
- 这些发现为优化植被混凝土混合物比例和性能提供了理论支持.
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