对邻近现有道的纵向非线性变形的研究,由深层基础挖掘引起的
1College of Transportation Engineering, Nanjing University of Technology, Nanjing, 211816, China. zhh76323@163.com.
Scientific reports
|March 22, 2025
概括
这项研究引入了一种非线性帕斯特纳克基础模型,以准确预测深层基础挖掘期间的道变形. 改进的方法为保护附近的道提供了更精确的计算.
科学领域:
- 地质技术工程 地质技术工程
- 道工程 道工程是指道工程.
- 计算力学 计算力学 计算力学
背景情况:
- 现有的简化方法用于预测深层基础挖掘的道变形,通常依赖于线性基础模型.
- 非线性土壤体模型的使用较少,这可能会限制预测的准确性.
研究的目的:
- 开发和验证一种数字方法,用于预测深层基础坑附近现有道的纵向变形.
- 为了比较非线性帕斯特纳克基础模型与传统方法和测量数据的准确性.
主要方法:
- 结合了非线性帕斯特纳克基础模型与Mindlin解决方案来导出道纵向变形方程.
- 在数值解决方案中采用了改进的赫米特差异方法和牛顿代方法.
- 通过使用工程案例数据和与测量变形进行比较,验证了方法.
主要成果:
- 与传统模型和有限元素分析相比,非线性帕斯特纳克基础模型与测量的道变形数据更接近.
- 确定了与基础坑相对的盾牌道中最大曲时刻和剪切力的位置.
- 改进的赫米特差异方法被证明是合理的,并且适用于非线性基础模型.
结论:
- 非线性帕斯特纳克基础模型提供了更准确的预测道纵向变形由深层基础挖掘诱导.
- 开发的数值方法为工程实践提供了简化和方便的工具.
- 结果指导了与现有道相邻的深度基础项目建设.
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