高级检索

基于LSTM模型对开挖过程中隧道基坑位移响应预测与应用

Prediction and Application of Horizontal Displacement of Tunnel Foundation Pit during Excavation Process Based on LSTM Model

  • 摘要: 隧道基坑开挖过程中,传统监测方法在复杂作业环境下存在数据缺失处理困难以及趋势预测不准确等问题,难以满足工程安全评估的高精度需求。因此,本研究融合了深度学习技术与智能化监测系统,提出了一种隧道基坑开挖安全评估方法。通过整合长期实测数据构建特征样本库,利用LSTM算法的高维非线性数据处理优势,建立动态监测预警模型。针对开挖期(动态施工阶段)与稳定期(结构平衡阶段)两种不同的工况,分别构建了时序预测模型,实现了监测数据的预测与修复功能。研究结果表明,模型在两种工况下均表现出较高的预测精度,处于稳定期的3个点位数据整体预测效果良好,整体预测误差均在2 mm以内,有效解决了传统监测方法在复杂作业环境下数据缺失处理与趋势预测难题。本研究提出的隧道基坑开挖安全评估方法具有良好的鲁棒性,显著提升了监测系统的数据解析能力,为隧道工程安全评估提供了一种新的有效方法,对类似工程具有实践指导价值。

     

    Abstract: During the excavation process of tunnel foundation pits, traditional monitoring methods face difficulties in handling data loss and inaccurate trend prediction in complex operating environments, making it difficult to meet the high-precision requirements of engineering safety assessment. Therefore, this study integrates deep learning technology with intelligent monitoring systems to propose a safety assessment method for tunnel excavation. By integrating long-term measured data to construct a feature sample library and utilizing the high-dimensional nonlinear data processing advantages of LSTM algorithm, a dynamic monitoring and early warning model is established. Build time-series prediction models for two different working conditions: excavation period (dynamic construction stage) and stable period (structural equilibrium stage), to achieve monitoring data prediction and repair functions. The research results show that the model exhibits high prediction accuracy in both operating conditions, and the overall prediction performance of the three stable point data is good, with an overall prediction error of less than 2 mm. This effectively solves the problem of data loss processing and trend prediction in complex working environments using traditional monitoring methods. The safety assessment method for tunnel excavation proposed in this study has good robustness and significantly improves the data parsing ability of the monitoring system. It provides a new and effective method for tunnel engineering safety assessment and has practical guidance value for similar projects.

     

/

返回文章
返回