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Neural-network-based regression model of ground surface settlement induced by deep excavation

机译:基于神经网络的深基坑诱发地表沉降回归模型

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摘要

Ground surface settlement is an important field measurement in deep excavation. The monitoring data are adopted to evaluate construction performance and to avoid large surface settlements incurred to adjacent structures. Due to the complicated geotechnical and construction factors affecting ground surface settlement, no single analytical method can accurately forecast ground surface settlement induced by deep excavation. This paper presents an artificial-neural-network-based (ANN-based) regression approach to the prediction of ground surface settlement induced by deep excavation. Case data of deep excavation projects recently finished in Taiwan were used to establish the model. Soil and construction-related parameters having significant influences on surface settlement were filtered to train and test the ANN. Validation was also performed to show that the ANN outperformed the multiple linear regression method in predicting ground surface settlement. The ANN-based forecast model can reasonably predict the magnitude, as well as the location, of maximum ground surface settlement induced by deep excavation.
机译:地表沉降是深基坑工程中的重要现场测量。采用监测数据来评估施工性能并避免相邻结构产生大的表面沉降。由于复杂的岩土和施工因素会影响地表沉降,因此没有任何一种分析方法可以准确预测深基坑引起的地表沉降。本文提出了一种基于人工神经网络(ANN)的回归方法来预测深基坑引起的地表沉降。使用台湾最近完成的深基坑工程的案例数据来建立模型。对对表面沉降有重大影响的与土壤和建筑相关的参数进行过滤,以训练和测试人工神经网络。还进行了验证,表明在预测地面沉降方面,人工神经网络的性能优于多元线性回归方法。基于人工神经网络的预测模型可以合理地预测深基坑引起的最大地表沉降的大小和位置。

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