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基于粒子群优化BP神经网络的基坑地表沉降预测方法

Prediction Method for Ground Surface Settlement of Foundation Pit Based on PSOBP Neural Network

  • 摘要: 基坑地表沉降监测对保障基坑工程的安全施工具有关键作用,但传统基坑地表沉降预测方法在参数确定与计算复杂方面存在明显局限,亟需建立高效、精准的沉降预测模型。本文利用广州市白云区石门街滘心村内北京中关村双碳数字能源产业园基坑工程项目的周边地表沉降监测数据,建立了基于粒子群优化BP神经网络(PSOBP)的基坑沉降预测模型,并与单独采用BP神经网络和长短期记忆(LSTM)神经网络建立的基坑地表沉降预测模型进行精度对比检验。结果表明,PSOBP神经网络模型bias值分别较BP神经网络模型和LSTM神经网络模型降低84.6%和87.3%,RMSE值分别降低41.2 %和32.0 %,显著提升了预测精度。PSOBP神经网络算法在基坑地表沉降预测中表现出更高的准确性和有效性,可为基坑工程安全建设提供可靠的决策依据。

     

    Abstract: The monitoring of surface settlement in foundation pits plays a crucial role in ensuring the safe construction of foundation pit projects. However, traditional methods for predicting surface settlement in foundation pits have obvious limitations in parameter determination and complex calculations, and it is urgent to establish an efficient and accurate settlement prediction model. This paper utilizes the surrounding surface settlement monitoring data of the foundation pit project of Beijing Zhongguancun Double Carbon Digital Energy Industrial Park in Jiaoxin Village, Shimen Street, Baiyun District, Guangzhou City, and establishes a foundation pit settlement prediction model based on particle swarm optimization BP neural network (PSOBP). And the accuracy was compared and tested with the foundation pit surface settlement prediction model established by using BP neural network and long short-term memory (LSTM) neural network alone. The results show that the bias value of the PSOBP neural network model is reduced by 84.6% and 87.3% respectively compared with the BP neural network model and the LSTM neural network model, and the RMSE value is reduced by 41.2% and 32.0% respectively, significantly improving the prediction accuracy. The PSOBP neural network algorithm demonstrates higher accuracy and effectiveness in the prediction of foundation pit surface settlement, and can provide reliable decision-making basis for the safe construction of foundation pit engineering.

     

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