基于模式分析和注意力机制的基坑变形空间推理模型

SPATIAL ESTIMATION MODEL FOR FOUNDATION PIT DEFORMATION BASED ON PATTERN ANALYSIS AND ATTENTION MECHANISM

  • 摘要: 随着地下工程的迅速发展,基坑开挖过程中对变形的监测与精确评估需求日益增长。现有方法多基于时间序列模型,常忽略监测数据中蕴含的空间关联性与演化模式,导致预测精度有限,难以支撑长期趋势推理。针对上述问题,该文提出一种融合时空模式分析与注意力机制的变形推理方法。该方法通过构建空间特征提取模块与基于注意力机制的序列融合模块,实现对监测数据中关键时空特征的动态建模。实际工程案例验证表明:基坑变形数据的时间依赖性较弱,仅最新一次观测对预测结果具有显著影响,而空间相关性更为关键,为模型设计提供了重要参考依据。与传统模型相比,该文方法在长期预测任务中表现更为优越,精确度稳定提升了70%以上,展现出良好的鲁棒性与工程适用性。

     

    Abstract: With the rapid development of underground engineering, the demand for deformation monitoring and accurate assessments during foundation pit excavations has been increasing. Existing methods, which are mostly based on time-series models, often neglect the spatial correlations and evolutionary patterns contained in monitoring data, resulting in limited prediction accuracies and insufficient capabilities for long-term trend estimations. To address the aforementioned issues, this study proposes a deformation estimation method that integrates a spatiotemporal pattern analysis with an attention mechanism. By constructing a spatial feature extraction module and an attention-based sequence fusion module, the method proposed dynamically models key spatiotemporal features within monitoring data. A real-world engineering case study demonstrates that the temporal dependency of foundation pit deformation data is relatively weak, with only the latest observation having a significant impact on the prediction results, whereas spatial correlations play a more critical role, providing an important reference for model design. Compared with traditional models, the method proposed shows a superior performance in long-term prediction tasks, achieving stable accuracy improvements of more than 70%, and demonstrating good robustness and engineering applicability.

     

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