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Analysis of Neural Network Models in Prediction of Ground Surface Settlement Around Deep Foundation Pit

机译:深基坑地面沉降预测神经网络模型的分析

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During the foundation pit excavation, the prediction of ground surface settlement around deep foundation pit is directly related to the safety of the foundation pit excavation, surrounding buildings and pipelines, but the ground surface settlement of foundation pit has the characteristics of nonlinear and fuzzy. So it is necessary to monitor and predict the excavation settlement according to the excavation conditions, the surrounding environment, security level and other buildings around. Neural network can simulate any unknown system of complex polygene conveniently and high precision. GRNN and two improved BP neural network prediction models are established to predict settlement in this paper. The ground surface settlement around a deep foundation pit is predicted with all main influential factors being taken into account properly. The three neural network prediction models - GRNN, PSO-BP and GA-BP prediction model are analyzed in principle and network architecture design. And they are used to predict ground surface settlement for an engineering example in Beijing. The prediction results show that neural network have high feasibility and reliability in predicting ground surface settlement around deep foundation pit, and neural network will have better application prospect in the field of geotechnical in-situ testing & monitoring.
机译:在基础坑开挖期间,深基坑围绕地面沉降的预测与基坑挖掘,周围建筑物和管道的安全性直接相关,但基础坑的地表沉降具有非线性和模糊的特点。因此,有必要根据挖掘条件,周围环境,安全级别和其他建筑物监测和预测挖掘结算。神经网络可以方便地和高精度模拟复合多基因的任何未知系统。建立GRNN和两个改进的BP神经网络预测模型,以预测本文的结算。深基坑围绕深基坑的地面沉降预测,所有主要的影响因素都被妥善考虑。三个神经网络预测模型 - GRNN,PRNN,POS-BP和GA-BP预测模型分析了原理和网络架构设计。它们用于预测北京工程示例的地面结算。预测结果表明,神经网络在预测深基坑周围的地面沉降方面具有高可行性和可靠性,而神经网络将在岩土地原位测试和监测领域具有更好的应用前景。

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