Prediction method of longitudinal surface settlement caused by double shield tunnelling based on deep learning

被引:3
|
作者
Shang, Wentao [1 ,2 ,3 ]
Li, Yan [1 ,2 ,3 ]
Wei, Huanwei [1 ,2 ,3 ]
Qiu, Youbao [4 ]
Chen, Chaowei [5 ]
Gao, Xiangrong [5 ]
机构
[1] Shandong Jianzhu Univ, Coll Civil Engn, Jinan 250101, Peoples R China
[2] Shandong Jianzhu Univ, Key Lab Bldg Struct Retrofitting & Underground Spa, Minist Educ, Jinan 250101, Peoples R China
[3] Shandong Jianzhu Univ, Subway Protect Res Inst, Jinan 250101, Peoples R China
[4] Shandong Hispeed Grp Co Ltd, Jinan 250014, Peoples R China
[5] Shandong Jianhe Civil Engn Consulting Co Ltd, Jinan 250013, Peoples R China
基金
中国国家自然科学基金;
关键词
GROUND SETTLEMENT; MODELS; ROCK;
D O I
10.1038/s41598-023-49096-z
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The deep learning method faces the challenges of small sample data and high dimensional shield operational parameters in predicting the longitudinal surface settlement caused by shield excavation. In this study, various optimization algorithms were compared, and the slime mould algorithm (SMA) was optimally chosen to optimize the hyperparameters of random forest (RF), and SMA-RF was used for dimensionality reduction and feature contribution analysis. A double-input deep neural network (D-DNN) framework was proposed for the prediction of surface settlement, which considers the influence of twin tunnels and effectively increases the high-fidelity data in the database. The results show that SMA performs best among various optimization algorithms; employing features that have a cumulative contribution value exceeding 90% as input can result in high prediction accuracy; there is significant uncertainty in the feature contribution analysis for small sample data; the reduced shield running parameters show a strong nonlinear relationship with surface settlement; compared with S-DNN, D-DNN takes into account the excavation of twin tunnels and expands the database capacity by more than 1.5 times, with an average increase of 27.85% in the R2 and an average decrease of 53.2% in the MAE.
引用
收藏
页数:16
相关论文
共 50 条
  • [21] Prediction of Soil Settlement caused by Double-Line Parallel Shield Tunnel Construction
    Wei Gang
    DISASTER ADVANCES, 2013, 6 (06): : 23 - 27
  • [22] Measurement and prediction of tunnelling-induced ground settlement in karst region by using expanding deep learning method
    Zhang, Ning
    Zhou, Annan
    Pan, Yutao
    Shen, Shui-Long
    MEASUREMENT, 2021, 183 (183)
  • [23] Prediction of subsurface settlement induced by shield tunnelling in sandy cobble stratum
    Wang, Fan
    Du, Xiuli
    Li, Pengfei
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 16 (01) : 192 - 212
  • [24] Prediction of Ground Settlement Induced by Slurry Shield Tunnelling in Granular Soils
    Ayasrah, Mo'men
    Qiu, Hongsheng
    Zhang, Xiedong
    Daddow, Mohammad
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 (12): : 2273 - 2289
  • [25] Centrifuge modeling of ground loss and settlement caused by shield tunnelling in soft ground
    Ma, X.-F. (xf.ma@tongji.edu.cn), 1600, Chinese Society of Civil Engineering (34):
  • [26] Multistep transferable prediction of shield attitude and position in shield tunneling based on PCA and deep learning method
    Zhang, Jian
    Ding, Xiaobin
    Deng, Tao
    Zheng, Lu
    Chen, Guangqi
    MEASUREMENT SCIENCE AND TECHNOLOGY, 2025, 36 (03)
  • [27] Deep learning based method of longitudinal dislocation detection for metro shield tunnel segment
    Yu, Anbin
    Mei, Wensheng
    Han, Mulin
    Tunnelling and Underground Space Technology, 2021, 113
  • [28] Surface settlement during shield tunnelling at CH218 in Taipei
    Ou, CY
    Hwang, RN
    Lai, WJ
    CANADIAN GEOTECHNICAL JOURNAL, 1998, 35 (01) : 159 - 168
  • [29] Deep learning based method of longitudinal dislocation detection for metro shield tunnel segment
    Yu, Anbin
    Mei, Wensheng
    Han, Mulin
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 113
  • [30] Prediction of Ground Surface Settlement and Analysis of Influencing Factors Caused by Shield Construction of Double-Line Tunnels in Soft Ground
    Chen, Zheng
    Wei, Desheng
    Diao, Hongguo
    Zhai, Lei
    Qin, Huilai
    Zhu, Yuxuan
    Wang, Yaning
    INDIAN GEOTECHNICAL JOURNAL, 2025,