关于水泥稳定麦卡达姆基路建设方案合理性的研究
Junqin Liu1, Shibin Ma2, Ze Li3
1Yiwu Industrial & Commercial College, Yiwu, 322000, China.
Scientific reports
|December 2, 2025
概括
连续施工方案有效地降低了水泥稳定基的早期拉力应力,提高了长期路面性能. 这项研究优化了底座结构,以改善车辆负载下的机械响应.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 地质技术工程 地质技术工程
背景情况:
- 用水泥稳定的麦卡达姆基对于路面结构至关重要.
- 了解施工负载对基础性能的影响至关重要.
- 早期的机械反应显著影响了长期路面的耐用性.
研究的目的:
- 评估用于水泥稳定麦卡达姆基的建筑方案.
- 确定施工车载荷对基础机械响应的影响.
- 确定最佳的结构组合,以提高承载能力.
主要方法:
- 实验室测试材料特性和早期年龄参数.
- 用于因子分析的直角实验设计.
- KENPAVE软件模拟用于拉伸应力计算.
- 范围分析以确定因素影响.
主要成果:
- 确定了影响拉伸应力的关键因素:路面厚度,材料模量和建筑方案.
- 确定了优越承载能力的最佳结构组合.
- 揭示了不同施工负载下的应力变化模式.
结论:
- 连续施工方案比间歇性方案更有效地减少早期拉伸应力.
- 优化施工策略对于确保水泥稳定型麦卡丹基的长期性能至关重要.
- 结果为改善路面施工实践提供了实际指导.
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