Wu Juntao, El Naggar M Hesham, Wang Kuihua
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China.
Geotechnical Research Centre, University of Western Ontario, London, ON N6A 5B9, Canada.
Sensors (Basel). 2024 Feb 11;24(4):1190. doi: 10.3390/s24041190.
Machine learning (ML) algorithms are increasingly applied to structure health monitoring (SHM) problems. However, their application to pile damage detection (PDD) is hindered by the complexity of the problem. A novel multi-sensor pile damage detection (MSPDD) method is proposed in this paper to extend the application of ML algorithms in the automatic identification of PDD. The time-series signals collected by multiple sensors during the pile integrity test are first processed by the traveling wave decomposition (TWD) theory and are then input into a hybrid one-dimensional (1D) convolutional and recurrent neural network. The hybrid neural network can achieve the automatic multi-task identification of pile damage detection based on the time series of MSPDD results. Finally, the analytical solution-based sample set is utilized to evaluate the performance of the proposed hybrid model. The outputs of the multi-task learning framework can provide a detailed description of the actual pile quality and provide strong support for the classification of pile quality as well.
机器学习(ML)算法越来越多地应用于结构健康监测(SHM)问题。然而,其在桩基础损伤检测(PDD)中的应用受到该问题复杂性的阻碍。本文提出了一种新颖的多传感器桩基础损伤检测(MSPDD)方法,以扩展ML算法在PDD自动识别中的应用。首先,利用行波分解(TWD)理论对桩完整性测试期间多个传感器采集的时间序列信号进行处理,然后将其输入到混合一维(1D)卷积循环神经网络中。该混合神经网络能够基于MSPDD结果的时间序列实现桩基础损伤检测的自动多任务识别。最后,利用基于解析解的样本集评估所提出混合模型的性能。多任务学习框架的输出可以提供实际桩基础质量的详细描述,也为桩基础质量分类提供有力支持。