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高速铁路既有路基沉降代理模型搭建及行车性能预测分析

陈裕文 雷佳鑫 赵才友

路基工程Issue(4):55-61,7.
路基工程Issue(4):55-61,7.DOI:10.13379/j.issn.1003-8825.202503072

高速铁路既有路基沉降代理模型搭建及行车性能预测分析

Establishment of A Surrogate Model for Settlement of Existing Subgrade in High-speed Railways and Predictive Analysis of Train Operation Performance

陈裕文 1雷佳鑫 1赵才友1

作者信息

  • 1. 西南交通大学土木工程学院,成都 610031||西南交通大学高速铁路线路工程教育部重点实验室,成都 610031
  • 折叠

摘要

Abstract

This paper proposed a surrogate model based on Radial Basis Function Neural Networks(RBFNN)to enable rapid calculation of high-speed train operational safety and ride smoothness under multi-operating conditions induced by subgrade settlement.By conducting a literature review and combining it with an optimized Latin hypercube sampling method,this paper constructed a uniformly distributed sample space for subgrade settlement.An automated simulation workflow was established using the integrated Abaqus-Isight-Python co-simulation approach,enabling batch input of settlement data and automatic output of train operation performance.Based on this dataset,an RBFNN-based surrogate model for high-speed railway subgrade settlement was developed to predict train operation performance.Results show that:the proposed surrogate model achieves lower relative errors compared to other commonly used surrogate models.Through sensitivity analysis,the variation patterns of output variables with respect to input variables are obtained.It is found that the settlement wavelength L predominantly influences all performance indicators of train operation,and significant interaction effects exist among the parameters.When the settlement wavelength is 26.35 m and the lateral differential settlement factor is 1,the critical threshold of settlement amplitude reaches its minimum value of 9.19 mm.

关键词

高速铁路/路基沉降/多工况/自动化仿真/行车性能/沉降波长/临界值/平稳性

Key words

high-speed railway/subgrade settlement/multi-operating conditions/automated simulation/train operation performance/settlement wavelength/critical threshold/ride smoothness

分类

交通工程

引用本文复制引用

陈裕文,雷佳鑫,赵才友..高速铁路既有路基沉降代理模型搭建及行车性能预测分析[J].路基工程,2026,(4):55-61,7.

基金项目

国家重点研发计划项目(2023YFB2603700) (2023YFB2603700)

路基工程

1003-8825

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