在重型运输负载下对水泥-飞灰改进的次级粗粒土壤的累积塑性变形的研究以及基于PSO-ANN的相对预测
Zhou Wenquan1,2, Zhu Yan3, Duan Jian4,5
1Department of Construction Engineering, Hunan Institute of Engineering, Xiangtan, 411104, Hunan, China. zwq_1203@163.com.
Scientific reports
|July 27, 2025
概括
水泥飞灰改进的土壤减少了重型铁路载荷下的塑料变形. 一个新的PSO-ANN模型准确地预测了这种改善的土壤.
科学领域:
- 地质技术工程 地质技术工程
- 铁路工程 铁路工程是指铁路工程.
- 材料科学 材料科学 材料科学
背景情况:
- 重型运输引发了地下土壤中显著的塑性变形.
- 用水泥飞灰改善地下土壤对于铁路的稳定性至关重要.
- 了解累积塑料变形是基础设施寿命的关键.
研究的目的:
- 为了研究水泥飞灰在重型交通负载下改善的粗粒土壤的累积塑性变形.
- 为这种变形行为开发和验证一个预测模型.
- 为重型铁路建设和维护提供实际指导.
主要方法:
- 在改进的土壤样本上进行了动态性能测试.
- 应用了轴动力应力,限制压力和添加剂含量的变化.
- 为了预测,开发了一个粒子集群优化-人工神经网络 (PSO-ANN) 模型.
主要成果:
- 累积的塑料应变随着轴动力应力增加而增加.
- 限制压力的增加导致积累性塑料应变的减少.
- 较高的水泥飞灰含量显著减少了累积的塑料应变.
结论:
- 与传统的ANN模型相比,PSO-ANN模型提供了优越且准确的累积塑料变形预测.
- 这项研究证明了水泥飞灰在减轻亚等级土壤中塑料变形方面的有效性.
- 结果为重型铁路次级的设计和维护提供了宝贵的见解.
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