Abstract

Large deep foundation pits are usually in a complex environment, so their surface deformation tends to show a stable rising trend with a small range of fluctuation, which brings certain difficulty to the prediction work. Therefore, in this study we proposed a nonlinear autoregressive exogenous (NARX) prediction method based on empirical wavelet transform (EWT) pretreatment is proposed for this feature. Firstly, EWT is used to conduct adaptive decomposition of the measured deformation data and extract the modal signal components with characteristic differences. Secondly, the main components affecting the deformation of the foundation pit are analyzed as a part of the external input. Then, we established a NARX prediction model for different components. Finally, all predicted values are superpositioned to obtain a total value, and the result is compared with the predicted results of the nonlinear autoregressive (NAR) model, empirical mode decomposition-nonlinear autoregressive (EMD-NAR) model, EWT-NAR model, NARX model, EMD-NARX model and EWT-NARX model. The results showed that, compared with the EWT-NAR and EWT-NARX models, the EWT-NARX model reduced the mean square error of KD25 by 91.35%, indicating that the feature of introducing external input makes NARX more suitable for combining with the EWT method. Meanwhile, compared with the EMD-NAR and EWT-NAR models, the introduction of the NARX model reduced the mean square error of KD25 by 78.58% and 95.71%, indicating that EWT had better modal decomposition capability than EMD.

Highlights

  • Deep foundation pit deformation is an important parameter for engineering safety at construction sites

  • Data were the surface settlement monitoring points located in the monitoring points.ofKD25 and KD62

  • By comparing the results of the nonlinear autoregressive exogenous (NARX), empirical mode decomposition (EMD)-NARX and empirical wavelet transform (EWT)-NARX models, we found that whether the target was KD25, KD62, ZD13 or ZD49, the EWT-NARX model had the minimum error value

Read more

Summary

Introduction

Deep foundation pit deformation is an important parameter for engineering safety at construction sites. It is of great significance to analyze the evolution law of deformation according to the monitored surface settlement data. Settlement prediction is a complex dynamic engineering mode. The complexity and dynamics of the construction process can lead to foundation pit deformation in a nonlinear time series of intermittent fluctuations [1,2,3,4]. It is crucial to build an effective model based on the existing historical deformation data. If data is only predicted using a time series analysis, there are certain limitations and defects, because the deformation process in a foundation pit is subject to interference and influence of many non-deterministic factors when obtaining monitoring data

Methods
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call