Predicting for Ground Surface Settlement Induced by Shield Tunneling in Upper-soft and Lower-hard Ground Based on RS-SVR

被引:0
|
作者
基于RS-SVR的上软下硬地层盾构施工地表沉降预测
机构
[1] [1,Lin, Rong-An
[2] Sun, Yu-Feng
[3] Dai, Zhen-Hua
[4] Weng, Xiao-Lin
[5] Wu, Yin-He
[6] Luo, Wei
来源
| 2018年 / Chang'an University卷 / 31期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
To improve the prediction accuracy of ground surface settlement induced by shield tunneling in heterogeneous ground, a model based on rough set-support vector regression (RS-SVR) for predicting ground surface settlement was established and applied to ground settlement in actual subway tunnel engineering. Conditional attributes affecting ground settlement including geometric, ground, and shield construction factors were selected according to specific geological conditions. Pawlak's degree of attribute method of rough set theory was used to delete redundant data to obtain the optimal set of attribute sets for ground settlement.On this basis, support vector regression (SVR) was applied to establish an RS-SVR ground settlement prediction model and was compared with the SVR model without attribute reduction.Moreover, to compare the influence of different kernel functions, a radial basis function (RBF), sigmoid function, and polynomial function were applied as kernel functions for regression prediction for training samples and test samples in RS-SVR and SVR models.Finally, the models were tested with 20 sets of ground settlement monitoring data of upper-soft and lower-hard ground in the Nanhu section of Foshan Metro Line 2.The results show that attribute reduction can condense 12 conditional attributes that affect ground settlement to the optimal conditional attribute set containing 7 items (hard layer ratio α, cohesive force c, internal friction angle φ, pressure of the soil bin, total thrust, torque of the cutter disk, and the driving time). Classification results with attribute reduction are the same as those without attribute reduction.When compared with a similar model,the prediction errors of RBF as a kernel function on RS-SVR and SVR models are 5.54% and 13.10%, respectively, which are lower than the prediction error when the sigmoid and polynomial functions are used as kernel functions.The prediction errors of the RS-SVR model are 5.54%, 11.48%, and 13.26%, respectively, which are lower than the SVR model prediction errors of 13.10%, 15.71%, and 19.68% when the same core function is used for longitudinal contrast. © 2018, Editorial Department of China Journal of Highway and Transport. All right reserved.
引用
收藏
相关论文
共 41 条
  • [31] Numerical evaluation of surface settlement induced by ground loss from the face and annular gap of EPB shield tunneling
    An, Jun-Beom
    Kang, Seok-Jun
    Cho, Gye-Chun
    GEOMECHANICS AND ENGINEERING, 2022, 29 (03) : 291 - 300
  • [32] Prediction of Ground Surface Settlements Induced by EPB Shield Tunneling in Water-Rich Soft Strata
    Yang, Yi
    Li, Xinggao
    Jin, Dalong
    Jiang, Xingqi
    Li, Hanyuan
    APPLIED SCIENCES-BASEL, 2022, 12 (09):
  • [33] Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest
    Ling, Xianzhang
    Kong, Xiangxun
    Tang, Liang
    Zhao, Yize
    Tang, Wenchong
    Zhang, Yifan
    TRANSPORTATION GEOTECHNICS, 2022, 35
  • [34] Support vector regression with heuristic optimization algorithms for predicting the ground surface displacement induced by EPB shield tunneling
    Lu, Dechun
    Ma, Yiding
    Kong, Fanchao
    Guo, Caixia
    Miao, Jinbo
    Du, Xiuli
    GONDWANA RESEARCH, 2023, 123 : 3 - 15
  • [35] Prediction of maximum ground surface settlement induced by shield tunneling using XGBoost algorithm with golden-sine seagull optimization
    Zhou, Xiangzhen
    Zhao, Chuang
    Bian, Xuecheng
    COMPUTERS AND GEOTECHNICS, 2023, 154
  • [36] Machine Learning-Based Measurement and Prediction of Ground Settlement Induced by Shield Tunneling Undercrossing Existing Tunnels in Composite Strata
    Dong, Mei
    Guan, Mingzhe
    Wang, Kuihua
    Wu, Yeyao
    Fu, Yuhan
    Sensors, 2025, 25 (05)
  • [37] Spatial random fields-based Bayesian method for calibrating geotechnical parameters with ground surface settlements induced by shield tunneling
    Wang, Changhong
    Wang, Kun
    Tang, Daofei
    Hu, Baolin
    Kelata, Yonas
    ACTA GEOTECHNICA, 2022, 17 (04) : 1503 - 1519
  • [38] Spatial random fields-based Bayesian method for calibrating geotechnical parameters with ground surface settlements induced by shield tunneling
    Changhong Wang
    Kun Wang
    Daofei Tang
    Baolin Hu
    Yonas Kelata
    Acta Geotechnica, 2022, 17 : 1503 - 1519
  • [39] Numerical Simulation of Site Deformation Induced by Shield Tunneling in Typical Upper-Soft-Lower-Hard Soil-Rock Composite Stratum Site of Changchun
    Li, Liyun
    Du, Xiuli
    Zhou, Jing
    KSCE JOURNAL OF CIVIL ENGINEERING, 2020, 24 (10) : 3156 - 3168
  • [40] Numerical Simulation of Site Deformation Induced by Shield Tunneling in Typical Upper-Soft-Lower-Hard Soil-Rock Composite Stratum Site of Changchun
    Liyun Li
    Xiuli Du
    Jing Zhou
    KSCE Journal of Civil Engineering, 2020, 24 : 3156 - 3168