Application of LS-PCP model based on EWM in predicting settlement of high-speed railway roadbed

Dejun Ba , Guangwu Chen , Peng Li
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Abstract

Accurate prediction of roadbed settlement is of great significance to the maintenance of high-speed railway roadbeds and the safe operation of trains. This study proposes a long- and short-term parallel combined prediction (LS-PCP) model based on the prediction characteristics of the LSTM model, GM(1.1) model, and ESP model and applies it to the prediction of roadbed settlement of high-speed railways. First, according to the spatiotemporal characteristics, slow-varying characteristics, and short valid data characteristics of the settlement process of a high-speed railway roadbed, this study designed a combined form of long-term LSTM prediction and short-term GM(1.1) and ESP sliding prediction to overcome the problem of large prediction errors when roadbed settlement enters different stages. Next, the mutual inclusiveness of the member models’ prediction results is tested by the principle of inclusiveness test, and the combination weights are determined by considering the information entropy of the member models through the entropy weighting method. Finally, the combined prediction results of the proposed LS-PCP model are verified from the actual monitoring data of a high-speed railway in Hebei Province and the Guiguang High-speed Railway. The results prove that the proposed LS-PCP combined model has higher prediction accuracy, and the prediction data of this model have important reference significance for the maintenance of high-speed railway roadbeds and safe vehicle operation.

基于EWM的LS-PCP模型在高速铁路路基沉降预测中的应用
路基沉降的准确预测对高速铁路路基的养护和列车的安全运行具有重要意义。本研究基于LSTM模型、GM(1.1)模型和ESP模型的预测特性,提出了一种长短期并行组合预测(LS-PCP)模型,并将其应用于高速铁路路基沉降预测。首先,根据高速铁路路基沉降过程的时空特征、慢变特征和短有效数据特征,本研究设计了长期LSTM预测与短期GM(1.1)和ESP滑动预测相结合的形式,以克服路基沉降进入不同阶段时预测误差大的问题。接下来,利用包容性检验原理检验成员模型预测结果的相互包容性,并通过熵加权方法考虑成员模型的信息熵来确定组合权重。最后,通过河北省某高速铁路和贵广高速铁路的实际监测数据,验证了所提出的LS-PCP模型的组合预测结果。结果表明,所提出的LS-PCP组合模型具有较高的预测精度,该模型的预测数据对高速铁路路基的维护和车辆的安全运营具有重要的参考意义。
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