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Predicting Lateral Wall Deflection in Top-down Excavation by Neural Network

机译:用神经网络预测自上而下基坑的侧壁偏斜

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摘要

Deep excavation is widely undertaken in the construction of high-rise building foundations in urban areas. Measurement of diaphragm wall deflection is so important in deep excavation that monitoring data are always adopted to evaluate construction performance so as to avoid failures of the supporting system. This paper attempts to predict the diaphragm wall deflection in deep excavations by using a back-propagation artificial neural network (NN) learning model. Case histories of deep excavations (with 4 to 8 excavation stages) from the construction projects in Taipei Basin are collected for training and verification. From the results of this research, it is shown that the artificial NN can reasonably predict both magnitude and location of the maximum deflection of the braced wall in deep excavations.
机译:在城市地区的高层建筑基础的建设中广泛进行了深基坑开挖。在深基坑中,隔板壁挠度的测量非常重要,因此始终采用监测数据来评估施工性能,以避免支撑系统发生故障。本文试图通过使用反向传播人工神经网络(NN)学习模型来预测深基坑中的隔板壁挠度。收集台北盆地建设项目的深基坑(包括4至8个开挖阶段)的案例历史,以进行培训和验证。从这项研究的结果表明,人工神经网络可以合理地预测深基坑中支撑墙最大挠度的大小和位置。

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