评估孔隙-粘合剂比率和机器学习模型,以预测土壤-水泥-玻璃粉地质材料的强度和耐久性
Jair Arrieta Baldovino1, Oscar E Coronado-Hernández2, Yamid E Nuñez de la Rosa3
1Department of Civil Engineering, Universidad de Cartagena, Cartagena de Indias 130015, Colombia.
Materials (Basel, Switzerland)
|February 27, 2026
概括
这项研究表明,孔隙度-水泥指数有效地预测了用波特兰水泥和磨砂玻璃粉 (GGP) 稳定的泥土的强度和耐用性. 优化的GGP混合物显著提高了土壤的机械行为和耐用性.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 可持续建筑 可持续建筑
背景情况:
- 粘土土壤通常需要工程应用的稳定.
- 回收磨砂玻璃粉 (GGP) 为土壤稳定提供了可持续的替代粘合剂.
- 评估机械行为和耐用性对于基础设施开发至关重要.
研究的目的:
- 评估用波特兰水泥和GGP稳定的泥土的机械性能 (不受限制的压力强度,分裂拉力强度) 和耐久性 (累积的质量损失).
- 为了验证孔隙性水泥指数 (η/Civ) 作为强度和耐久性的预测指标.
- 探索机器学习模型的应用,用于预测土壤稳定性能.
主要方法:
- 用不同的水泥 (3-9%),GGP (5-30%) 和干单位重量 (13.5-15.5 kN/m3) 制备土壤混合物.
- 机械测试 (486次测试) 和耐久性测试 (81次测试) 经过7,28和90天的固化期.
- 使用性水泥指数和28个预设的机器学习分析进行实证建模.
主要成果:
- 在 η/Civ指数和未受限制的压力强度 (qu) 和分裂拉伸强度 (qt) 之间发现了一个强大的力量定律关系 (R2 > 0.98).
- 强度系数 (A) 随着固化时间和GGP含量的增加而增加,在90天后,qu增加了250%以上,qt增加了近700%.
- 耐久性随着密度和粘合剂含量增加而显著改善,在含有30%GGP的混合物中,累积质量损失 (ALM) 呈指数级降低至0.5%以下.
- 机器学习模型,特别是Matern 5/2高斯过程回归和三层神经网络,在预测qu,qt和ALM方面实现了R2>0.987.
结论:
- η/Civ指数是土壤-水泥-GGP地质材料的强度和耐久性的可靠预测指标.
- 结合GGP可以提高稳定泥土的机械性能和耐用性.
- 机器学习模型显示,预测这些稳定土壤的行为具有很高的潜力,有助于优化混合设计.
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