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基于深度学习的基坑开挖引起地表位移时序预测

唐浩然 胡垚 雷华阳 路军富 刘婷 王凯

岩土工程学报2024,Vol.46Issue(z2):236-241,6.
岩土工程学报2024,Vol.46Issue(z2):236-241,6.DOI:10.11779/CJGE2024S20014

基于深度学习的基坑开挖引起地表位移时序预测

Time series prediction of surface displacement induced by excavation of foundation pits based on deep learning

唐浩然 1胡垚 1雷华阳 2路军富 1刘婷 3王凯4

作者信息

  • 1. 地质灾害防治与地质环境保护国家重点实验室(成都理工大学),四川 成都 610059||成都理工大学环境与土木工程学院,四川 成都 610059
  • 2. 天津大学建筑工程学院,天津 300350
  • 3. 中国电建集团西北勘测设计研究院有限公司,陕西 西安 710065
  • 4. 中铁建设集团有限公司华东分公司,江苏 昆山 215300
  • 折叠

摘要

Abstract

To predict the time characteristics of data more accurately in foundation pit engineering,two single time series neural network models are combined,the convolutional neural network(CNN)and long short-term memory network(LSTM),as well as the gated recurrent unit(GRU),to establish a hybrid time series neural network model CNN-LSTM and CNN-GRU.An excavation project of a foundation pit adjacent to an existing station in Hangzhou is selected,and a rolling prediction method is used to create a dataset of surface settlement caused by excavation of the foundation pit in the adjacent subway stations.The predicted results are evaluated by three evaluation indexes:mean absolute error(MAE),mean relative error(MAPE)and root mean square error(RMSE).The results demonstrate that the CNN-GRU has the best prediction effects,followed by the CNN-LSTM,GRU and LSTM.Compared with the LSTM model,the CNN-LSTM hybrid network model reduces the three evaluation indexes by 24.4%,53.8%and 4.1%,respectively,and the CNN-GRU hybrid network model decreases by 13.9%,49.1%and 1%,respectively,compared with the GRU model.

关键词

基坑开挖/深度学习/卷积神经网络/长短期记忆网络/门控循环单元

Key words

excavation of foundation pit/deep learning/convolutional neural network/long short-term memory network/gated recurrent unit

分类

建筑与水利

引用本文复制引用

唐浩然,胡垚,雷华阳,路军富,刘婷,王凯..基于深度学习的基坑开挖引起地表位移时序预测[J].岩土工程学报,2024,46(z2):236-241,6.

基金项目

国家自然科学基金项目(42307260) (42307260)

四川省自然科学基金项目(2023NSFSC0882) (2023NSFSC0882)

地质灾害防治与地质环境保护国家重点实验室开发基金(SKLGP2023K024) (SKLGP2023K024)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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