基于蓄池液位变化和机器学习的泥水盾构出渣量预测分析:以苏州阳澄西湖第三通道支线为例
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作者单位:

1.苏州大学;2.中铁四局集团第二工程有限公司

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中图分类号:

U455.43

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目)


Predictions of Muck Volume in Slurry Shield Based on Storage Tank Liquid Level Variations and Machine Learning: A Case Study of the Suzhou Yangcheng West Lake Third Channel Branch Tunnel Project
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1.Soochow University;2.China Railway Fourth Bureau Group Second Engineering Co., Ltd

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    摘要:

    为提高泥水盾构出渣量的预测准确性,依托苏州阳澄西湖第三通道支线盾构工程,综合蓄池液位与外界补水、分离渣土及压滤废浆的关系,提出了一种基于蓄池液位变化的泥水盾构出渣量估算方法,并结合施工参数验证了该方法的合理性。在此基础上,选取刀盘转速、掘进速度、进排浆比重及流量、泥水仓压力和气垫仓压力等参数作为输入,构建时间滞后-遗传算法-极限梯度提升(time lag-genetic algorithm-extreme gradient boosting, TL-GA-XGBoost)泥水盾构出渣量预测模型,采用沙普利加性解释方法(Shapley additive explanations, SHAP)分析参数影响。结果表明:基于蓄池液位变化的泥水盾构出渣量估算方法能够反映泥水循环系统运行状态;TL-GA-XGBoost的模型预测精度优于对比模型;结合SHAP结果和稳定掘进阶段参数变化规律,给出了主要施工参数的参考范围。本研究可为泥水盾构的安全施工提供参考。

    Abstract:

    To improve the prediction accuracy of muck volume in slurry shield tunneling, field data from the Suzhou Yangcheng West Lake Third Channel Branch Tunnel Project were used. A muck volume estimation method based on storage tank liquid level variations was proposed by considering the relationships among storage tank liquid levels, make up water, separated muck, and filter pressed waste slurry. Its rationality was verified through an analysis of construction parameter variations. Cutterhead rotational speed, advance rate, inlet and outlet slurry densities and flow rates, slurry chamber pressure, and air cushion chamber pressure were selected as input variables. A time lag-genetic algorithm-extreme gradient boosting (TL-GA-XGBoost) model was developed for muck volume prediction, and Shapley additive explanations (SHAP) were applied to analyze the effects of the input variables. The results indicate that the proposed estimation method can reflect the operating condition of the slurry circulation system. Higher prediction accuracy was achieved by the TL-GA-XGBoost model than by the comparison models. Based on the SHAP results and parameter variation patterns during stable tunneling, proposed ranges for the main construction parameters were identified. The findings can provide a reference for the safety of slurry shield tunneling.

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王鸿宇,程诚,郝建雷,等. 基于蓄池液位变化和机器学习的泥水盾构出渣量预测分析:以苏州阳澄西湖第三通道支线为例[J]. 科学技术与工程, , ():

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历史
  • 收稿日期:2026-05-19
  • 最后修改日期:2026-07-18
  • 录用日期:2026-08-25
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