ZHANG Wen-song, JIA Lei, YAO Rong-han, et al. Prediction of surface settlement around subway foundation
pit based on Self-CGRU model[J]. 2024, 45(8): 2474-2482+2491.
DOI:
ZHANG Wen-song, JIA Lei, YAO Rong-han, et al. Prediction of surface settlement around subway foundation
pit based on Self-CGRU model[J]. 2024, 45(8): 2474-2482+2491.DOI: 10.16285/j.rsm.2023.1426.
Prediction of surface settlement around subway foundation
pit based on Self-CGRU model
To improve the prediction accuracy of surface settlement around subway foundation pit
a deep attention hybrid prediction model
termed self-Attention convolutional gated recurrent units (Self-CGRU)
is proposed based on the self-attention mechanism and deep learning. The Self-CGRU model can capture the spatio-temporal characteristics of settlement data. The Self-CGRU model is constructed by integrating a spatial module and a temporal module. In the spatial module
the convolutional neural network is selected to capture the spatial correlations of settlement data obtained from the adjacent monitoring points. In the temporal module
the gated recurrent units neural network is used to analyze the temporal rules of settlement data. In addition
the self-attention mechanism is introduced into the Self-CGRU model to capture the autocorrelation in settlement data. Then
the predicted values of settlement can be obtained. Surface settlement data around the subway foundation pit in Shenzhen
China are selected to verify the performance of Self-CGRU model. The results indicate that the Self-CGRU model outperforms existing models
achieving a prediction accuracy improvement ranging from 17.48% to 29.17% compared to these models. The research results can provide an accurate and stable new model for the prediction of surface settlement around subway foundation pit.
Prediction of shield tunneling-induced soil settlement based on self-attention recurrent neural network model
A multivariable grey model based on background value optimization and its application to subgrade settlement prediction
Three-point modified exponential curve method for predicting subgrade settlements
Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model
A practical approach for predicting surface settlements induced by shield tunneling
Related Author
YANG Ming-hui
SONG Mu-yuan
CHEN Wei
LU Xian-zhui
RUAN You-xing
LIU Han-bing
XIANG Yi-ming
YU Fei
Related Institution
School of Architecture and Civil Engineering, Xiamen University
School of Civil Engineering, Hunan University
Geological Engineering Survey in Fujian Province
College of transportation, Jilin University
Hubei Provincial Electric Power Survey & Design Institute