盾构掘进参数动态预警与智能优化系统研究

Research on Dynamic Early Warning and Intelligent Optimization System for Shield Tunnelling Parameters

  • 摘要: 针对传统盾构施工中固定阈值掘进参数预警存在误报、漏报频发,且参数优化过度依赖人工经验、难以适应地层动态变化的问题,提出一种融合地层变异性量化的掘进参数动态预警与多目标鲁棒优化方法。首先,基于马尔科夫链反演地层随机场,构建由地层变异驱动的动态预警阈值;其次,将地层不确定性作为鲁棒约束嵌入NSGA-Ⅱ多目标优化框架,求解最优掘进参数,形成“参数预警-参数优化”的闭环联动机制;最后,完成基于B/S架构的系统研发。工程应用表明:相较于传统方法,该方法误报率降低36.1%,参数推荐准确率达83%,掘进效率提升7%,系统响应时长小于3 s,可满足盾构施工现场的实时决策需求。

     

    Abstract: To address the drawbacks of fixed-threshold early warning for tunnelling parameters in conventional shield construction, including frequent false and missing alarms, excessive reliance on empirical judgment for parameter optimization, and poor adaptability to dynamic stratum variations, this paper proposes a dynamic early warning and multi-objective robust optimization method for shield tunnelling parameters incorporating quantitative stratum variability. First, a Markov chain is adopted to invert stratum random fields and establish dynamic early-warning thresholds driven by stratum variation. Second, stratum uncertainty is embedded into the NSGA-Ⅱ multi-objective optimization framework as robust constraints to obtain optimal tunnelling parameters, thereby forming a closed-loop linkage mechanism of "parameter early warning – parameter optimization". Finally, a management system based on the B/S architecture is developed. Field engineering applications verify that compared with conventional approaches, the proposed method reduces the false alarm rate by 36.1%, achieves a parameter recommendation accuracy of 83% and a 7% improvement in tunnelling efficiency, with the system response time controlled within 3 seconds. The developed technique can satisfy the requirements of real-time decision-making at shield construction sites.

     

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