Control of existing tunnel deformation caused by shield adjacent undercrossing construction using interpretable machine learning and multiobjective optimization

被引:0
|
作者
Chen, Hongyu [1 ]
Liu, Jun [2 ]
Shen, Geoffrey Qiping [1 ]
Feng, Zongbao [2 ]
机构
[1] The Hong Kong Polytechnic University, Department of Building and Real Estate, Hongkong,999077, China
[2] School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Hubei, Wuhan,430074, China
基金
中国国家自然科学基金;
关键词
Bayesian optimization - Bayesian optimization natural gradient boosting-multiobjective evolutionary algorithm based on decomposition - Existing tunnel - Existing tunnel deformation - Gradient boosting - Multi-Objective Evolutionary Algorithm - Multi-objectives optimization - Multiobjective evolutionary algorithms - Natural gradient - Shapley - Shapley additive explanation - Shield adjacent undercrossing construction - Tunnel deformation - Undercrossing;
D O I
暂无
中图分类号
学科分类号
摘要
67
引用
收藏
相关论文
共 16 条
  • [1] Analysis of Existing Tunnel Settlement Caused by Undercrossing Construction of Curved Metro Shield Tunnel
    Jiang J.
    Long Y.
    Ou X.
    Xing X.
    Zhang T.
    [J]. Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2023, 55 (01): : 313 - 323
  • [2] Deformation and Mechanical Characteristics of Existing Foundation Pit and Tunnel Itself Caused by Shield Tunnel Undercrossing
    Lou, Ping
    Li, Yonghe
    Lu, Shide
    Xiao, Hongbo
    Zhang, Zhengang
    [J]. SYMMETRY-BASEL, 2022, 14 (02):
  • [3] Effect of nearby undercrossing tunneling on the deformation of existing metro tunnel and construction control
    Zhang Qiong-fang
    Xia Tang-dai
    Ding Zhi
    Huang Xiao-bin
    Lin Cun-gang
    [J]. ROCK AND SOIL MECHANICS, 2016, 37 (12) : 3561 - 3568
  • [4] Predicting existing tunnel deformation from adjacent foundation pit construction using hybrid machine learning
    Wu, Xianguo
    Feng, Zongbao
    Liu, Jun
    Chen, Hongyu
    Liu, Yang
    [J]. AUTOMATION IN CONSTRUCTION, 2024, 165
  • [5] Analysis of the displacement caused by shield-driven construction adjacent to the existing tunnel
    Zhu, Lei
    Huang, Hongwei
    Zhao, Jingyan
    [J]. PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 1413 - 1418
  • [6] Numberical Analysis in the Deformation of Adjacent Buildings and Underground Pile caused by Tunnel Shield Construction
    Zhang, Jianxin
    Wu, Tingliang
    [J]. PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 1444 - 1449
  • [7] Shield Tunnel (Segment) Uplift Prediction and Control Based on Interpretable Machine Learning
    Hu, Min
    Sun, Junchao
    Wu, Bingjian
    Wu, Huiming
    Xu, Zhenjiang
    Huang, Minghua
    [J]. SUSTAINABILITY, 2024, 16 (02)
  • [8] Impact of Shield Tunnel Construction on Adjacent Railway Bridge: Protective Measures and Deformation Control
    Liu, Wen
    Zhao, Lu
    Yao, Xiang-Chuan
    Zheng, Hai-Ao
    Liu, Wen-Li
    [J]. Buildings, 14 (09):
  • [9] Research on shear dislocation deformation of existing tunnel caused by construction of above-passing quasi-rectangular shield tunnel
    Fu H.
    Yu G.
    Deng H.
    Wu J.
    Zhang K.
    [J]. Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2022, 53 (10): : 3923 - 3935
  • [10] Calculation approach for deformation of adjacent pile foundation caused by diagonal intersection with side penetration construction of shield tunnel
    Wang C.
    Zhu C.
    Zou J.
    Liu B.
    Zhang H.
    Ma J.
    [J]. Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2024, 58 (03): : 557 - 569