实验研究和模型开发,研究用素纤维改善的沙土的动力强度
Yu Xia1,2, Haihua Yang3,4,5, Chaohong Chen6,7
1College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi, Xinjiang, 830052, People's Republic of China.
Environmental science and pollution research international
|December 9, 2025
概括
这项研究探讨了用素纤维增强的沙子,以提高地震性能. 结果显示光纤含量和整合比率是关键因素,高频率略有降低了效益,但预测模型对于工程应用证明是准确的.
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
- 环境工程 环境工程
背景情况:
- 纤维增强的沙子增强了土壤的特性.
- 素纤维为土壤改造提供了一个环保的替代方案.
- 在基础设施开发中解决双碳战略至关重要.
研究的目的:
- 研究塔里姆盆地沙子的动态特性,该沙子用素纤维增强.
- 分析纤维含量,凝固比率和振动频率对动态强度和液化阻力的影响.
- 开发一个预测模型,用于强化砂的动态内部摩擦角度.
主要方法:
- 循环三轴测试是在沙子样本上进行的,这些沙子样本含有不同的素纤维含量.
- 在各种条件下分析了动态强度,液化阻力和动态强度指数.
- 使用测试数据建立了一个多变量非线性回归模型.
主要成果:
- 纤维含量和巩固比率显著影响了钢筋砂的动力强度.
- 增加的振动频率可以减少由于粘弹性歇斯底里的强化效应.
- 开发的模型准确地预测了动态内部摩擦角度 (R2=0.980,RMSE=0.794°).
结论:
- 素纤维增强有效地改善了沙子的动态特性.
- 已建立的模型为地震设计参数提供了可靠的预测.
- 这些发现支持在基础上使用素纤维增强的沙子来提高抗震能力.
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