数值测试对堤的动态响应与支的基础的高速铁路在软地面使用土壤-水合弹性塑料FEM的数字测试
Qiang Huang1,2, Yuqi Wu1, Siwei Huang1
1School of Civil & Environmental Engineering and Geography Science, Ningbo University, Ningbo, 315211, China.
Scientific reports
|February 15, 2025
概括
靠支的基础 (PSF) 对于软地面上的高速铁路至关重要. 土壤与水的合显著影响动态反应,影响加速,位移和过度孔水压 (EPWP) 的预测.
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.
- 计算力学 计算力学 计算力学
背景情况:
- 靠支的基础 (PSF) 对于软地面上的高速铁路 (HSR) 是必不可少的.
- 现有的研究往往忽视了不同类型的PSF之间的土壤-水合和响应变化.
研究的目的:
- 为了验证在软地面上对HSR进行土壤水合分析的必要性.
- 为了澄清各种PSF类型 (堆网,堆,堆板) 之间的响应差异.
主要方法:
- 使用了2D弹性塑料有限元素建模 (FEM).
- 具有和没有土壤-水合的比较分析.
- 研究了不同的PSF配置.
主要成果:
- 土壤与水的合是至关重要的;忽视它会高估加速/位移,低估多余孔水压 (EPWP).
- 单相分析不准确地预测加速减弱和振动放大.
- 聚烯纤维改变了应力和振动模式,以更的EPWP/加速分布,但更均的位移.
结论:
- PSF的刚度会影响峰值加速度和EPWP,而更硬的基础会产生更低的值.
- 动态移位主要由堆控制,而不是板块或堆盖.
- 这项研究提供了分析HSR诱导的EPWP和在软地面上的结算的见解.
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