Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)

Research on Foundation Pit Engineering Multi-source Data Fusion Method Based on GA-LSTM - A Case Study

Authors
Hao Guo1, *, Zhixue Wu2, Peng Zuo3, Ke Liu3, Lei Zhang2, Jiefei An1
1Beijing Jianyetong Engineering Testing Technology Co., Ltd., Beijing, 102600, China
2State Grid Beijing Shunyi Electric Power Supply Company, Beijing, 101300, China
3Beijing Daxing Urban Construction Comprehensive Development Group Co., Ltd., Beijing, 102600, China
*Corresponding author. Email: guohao0933@126.com
Corresponding Author
Hao Guo
Available Online 13 June 2025.
DOI
10.2991/978-94-6463-726-7_55How to use a DOI?
Keywords
Deep foundation pit engineering; Horizontal deformation; Data fusion model; Genetic algorithm; Neural network prediction model
Abstract

To improve the deformation prediction accuracy of foundation pit engineering, a centralized and distributed fusion model for multi-source monitoring data is proposed based on the correlation analysis of multi-source monitoring data. Furthermore, genetic algorithm (GA) is used to optimize Long Short-Term Memory (LSTM) model parameters, including the number of LSTM layers, the number of hidden layers, the number of units in the hidden layer, and dropout. A multi-source data fusion deformation prediction model for foundation pit engineering based on GA-LSTM is constructed. Taking the deep foundation pit engineering monitoring data in Beijing Convention and Exhibition Center as an example, the effectiveness of the multi-source heterogeneous data fusion model and the LSTM neural network optimized by genetic algorithm is studied and verified. The results show that the multi-source fusion model can make reasonable use of the complementarity between the multi-source heterogeneous data, eliminate the fuzziness, uncertainty and randomness of the multi-source data. The MAE, RMSE, and R2 of the GA-LSTM-distributed prediction model for foundation pit deformation prediction are 0.13, 0.13, and 0.97, respectively, with an average relative error of only 5.9%. The distributed data fusion based on GA-LSTM exhibits higher prediction accuracy and stability.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
Series
Atlantis Highlights in Engineering
Publication Date
13 June 2025
ISBN
978-94-6463-726-7
ISSN
2589-4943
DOI
10.2991/978-94-6463-726-7_55How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Hao Guo
AU  - Zhixue Wu
AU  - Peng Zuo
AU  - Ke Liu
AU  - Lei Zhang
AU  - Jiefei An
PY  - 2025
DA  - 2025/06/13
TI  - Research on Foundation Pit Engineering Multi-source Data Fusion Method Based on GA-LSTM - A Case Study
BT  - Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
PB  - Atlantis Press
SP  - 549
EP  - 559
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-726-7_55
DO  - 10.2991/978-94-6463-726-7_55
ID  - Guo2025
ER  -