Prediction model of TBM response parameters based on a hybrid drive of knowledge and data

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-03-29 DOI:10.1016/j.tust.2025.106598
Min Yao , Xu Li , Yuan-en Pang , Yu Wang
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Abstract

Accurate prediction of tunnel boring machine (TBM) performance parameters and rock condition perception can effectively guide equipment construction. Relying on data from the Yinsong project in Jilin Province, China, this paper proposed two predictive models for TBM response parameters (cutterhead torque and total thrust): a data-driven model using only raw data and a hybrid drive of knowledge and data model (hybrid driven-model) incorporating derived parameters. This paper explored model optimization from input feature (X1), dataset size, and machine learning algorithms to further compare the two models. Results demonstrate that the hybrid-driven model exhibits better learning efficiency, and its derived parameters in the input feature better reflect the surrounding rock conditions, thereby achieving high-precision prediction of response parameters. Additionally, in terms of surrounding rock feature extraction, selecting key rock fragmentation parameters randomly during the loading phase for 30 s as X1 proves to be optimal. Regarding algorithms, deep learning algorithms further enhance predictive performance. The response parameter prediction model constructed in this paper can better extract surrounding rock conditions, laying a solid foundation for optimizing control parameters.
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基于知识与数据混合驱动的TBM响应参数预测模型
准确预测隧道掘进机的性能参数和对围岩的感知,可以有效地指导设备施工。本文以吉林省银松工程数据为基础,提出了两种TBM响应参数(刀盘扭矩和总推力)的预测模型:仅使用原始数据的数据驱动模型和包含导出参数的知识与数据混合驱动模型(混合驱动模型)。本文从输入特征(X1)、数据集大小和机器学习算法等方面探索模型优化,进一步比较两种模型。结果表明,混合驱动模型具有更好的学习效率,其输入特征中导出的参数更能反映围岩情况,从而实现对响应参数的高精度预测。另外,在围岩特征提取方面,在加载阶段随机选取关键岩石破碎参数为X1,持续30 s是最优的。在算法方面,深度学习算法进一步提升了预测性能。本文建立的响应参数预测模型能较好地提取围岩条件,为优化控制参数奠定了坚实的基础。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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