Traffic & Transportation Engineering

Prediction Analysis of Settlement of Existing Road Under Shield Tunneling Based on IPSO-SVR

Expand
  • 1.Transportation College,Jilin University,Changchun 130000,Jilin,China
    2.China Railway 22nd Bureau Group Track Engineering Co. ,Ltd. ,Beijng 100043,China
魏海斌(1971-),男,博士,教授,主要从事道路工程研究。

Received date: 2022-08-23

  Online published: 2022-11-22

Supported by

the National Key Research and Development Program of China(2018YFB1600200)

Abstract

At present, there are relatively few studies on the settlement prediction of shield tunnels crossing existing roads in parallel. To accurately predict the influence of different factors on the settlement of existing parallel roads in the shield process, this study proposed a support vector regression prediction model based on the improved particle swarm optimization (IPSO-SVR), which was applied to the surface road settlement prediction of actual subway tunnel engineering. Based on the Changchun Metro Line 6 under-crossing Feiyue Road section project, combined with the shield boring parameters, formation information and road settlement monitoring during the construction of the shield tunnel, this paper used the grid search method of libsvm to reduce the range of hyperparameters, and improved the change of inertia weight and acceleration factor in particle swarm optimization algorithm by combining the nonlinear decline strategy. Finally, IPSO-SVR prediction model was established to achieve the settlement prediction of subsequent sections in the interval. The results show that, comparing the changes of the objective function (mean square error) in the grid search method and in the conventional particle swarm optimization training, the convergence speed of the improved particle swarm optimization is greatly improved; the convergence effect of the objective function is better, and the minimum value is reduced by nearly 15%. The mean absolute error (MAE) of IPSO-SVR prediction of road settlement proposed in this paper is 0.287, the fitting coefficient R2 is 0.884, and the average relative error is only 8.91%, which has better performance than back propagation (BP) neural network, support vector regression (SVR) and particle swarm optimization support vector regression (PSO-SVR) prediction models. It can be seen that IPSO-SVR has high precision for nonlinear prediction of multi-factor coupling under complex conditions, and its prediction method is feasible and generalizable. IPSO-SVR can provide a reliable basis for effective control of road settlement and is of great significance for ensuring the normal operation of roads and the safety of shield construction.

Cite this article

WEI Haibin, WEI Dongsheng, JIANG Boyu, et al . Prediction Analysis of Settlement of Existing Road Under Shield Tunneling Based on IPSO-SVR[J]. Journal of South China University of Technology(Natural Science), 2023 , 51(6) : 62 -71 . DOI: 10.12141/j.issn.1000-565X.220553

References

1 《中国公路学报》编辑部 .中国交通隧道工程学术研究综述·2022[J].中国公路学报202235(4):1-40.
  Editorial Department of China Journal of Highway and Transport .Review on China’s traffic tunnel engineering research:2022[J].China Journal of Highway and Transport202235(4):1-40.
2 《中国公路学报》编辑部 .中国公路交通学术研究综述·2012[J].中国公路学报201225(3):2-50.
  Editorial Department of China Journal of Highway and Transport .An academic research summary on China highway and transport:2012 [J].China Journal of Highway and Transport201225(3):2-50.
3 秦睿成,李兴高 .黏土地层盾构掘进速度对地表沉降影响研究[J].土木工程学报202053(S1):1-6.
  QIN Ruicheng, LI Xinggao .Influence of shield driving speed on ground surface settlement in clay layers[J].China Civil Engineering Journal202053(S1):1-6.
4 张英杰 .常州地区并行盾构隧道施工引起的地表沉降规律及预测研究[D].北京:北京交通大学,2020.
5 LUO Z J, LI Z, TAN J Z,et al .Three-dimensional fluid-soil full coupling numerical simulation of ground settlement caused by shield tunneling [J].European Journal of Environmental and Civil Engineering202024(8):1261-1275.
6 岳迎新 .盾构隧道下穿城市既有道路路面沉降的研究[D].太原:太原理工大学,2020.
7 张运强,曹文贵,周苏华,等 .基于Peck公式的盾构隧道施工引起的地层三维沉降预测[J].铁道科学与工程学报202118(1):153-161.
  ZHANG Yunqiang, CAO Wengui, ZHOU Suhua,et al .Prediction of three-dimensional subface and subsurface settlement caused by shield tunnelling based on Peck formula[J].Journal of Railway Science and Engineering202118(1):153-161.
8 DENG X H, WANG B L .Analysis of influence of shield tunneling crossing underneath intercity railway and shield tunneling parameters optimization[J].Applied Mechanics and Materials20132545(353/354/355/356):1619-1624.
9 孙钧,袁金荣 .盾构施工扰动与地层移动及其智能神经网络预测[J].岩土工程学报200123(3):261-267.
  SUN Jun, YUAN Jinrong .Soil disturbance and ground movement under shield tunnelling and its intelligent prediction by using ANN technology[J].Chinese Journal of Geotechnical Engineering200123(3):261-267.
10 张碧文,钱王苹,漆泰岳,等 .城市地铁下穿高铁路基沉降预测及安全控制[J].地下空间与工程学报202117(1):282-289.
  ZHANG Biwen, QIAN Wangping, QI Taiyue,et al .Prediction of the high-speed railway subgrade settlement induced by the tunnel construction and its safety control[J].Chinese Journal of Underground Space and Engineering202117(1):282-289.
11 刘育林 .基于SSA-SVR的煤矸石路基沉降预测模型研究[J].河北地质大学学报202144(6):99-104.
  LIU Yulin .Study on settlement prediction model of coal gangue subgrade based on SSA-SVR[J].Journal of Hebei GEO University202144(6):99-104.
12 陈伟航,罗强,王腾飞,等 .基于Bi-LSTM的非等时距路基工后沉降滚动预测[J].浙江大学学报(工学版)202256(4):683-691.
  CHEN Weihang, LUO Qiang, WANG Tengfei,et al .Bi-LSTM based rolling forecast of subgrade post-construction settlement with unevenly spaced time series[J].Journal of Zhejiang University(Engineering Science)202256(4):683-691.
13 周中,张俊杰,丁昊晖,等 .基于GA-Bi-LSTM的盾构隧道下穿既有隧道沉降预测模型[J].岩石力学与工程学报202342(1):224-234.
  ZHOU Zhong, ZHANG Junjie, DING Haohui,et al .Settlement prediction model of shield tunnel under-crossing existing tunnel based on GA-Bi-LSTM[J].Chinese Journal of Rock Mechanics and Engineering202342(1):224-234.
14 HOU G Y, XU Z D, LI L,et al .Shield tunneling parameter matching model and UI interface[J].Advances in Civil Engineering20202020:1-12.
15 ZHU C H, LI N .Prediction and analysis of surface settlement due to shield tunneling for Xi’an Metro[J].Canadian Geotechnical Journal201654(4):529-546.
16 CORTES C, VAPNIK V .Support-Vector Networks[J].Machine Learning199520(3):273-297.
17 EBERHART R, KENNEDY J .A new optimizer using particle swarm theory[C]∥ Proceedings of the Sixth International Symposium on Micro Machine and Human Science.San Francisco:IEEE,1995:39-43.
18 CLERC M .Particle swarm optimization[M].London:ISTE,2006.
19 吕文玉,王海金,伍永平,等 .基于PSO-SVR预测模型的综采工作面周期来压研究[J].煤炭工程202254(4):86-91.
  Wenyu LYU, WANG Haijin, WU Yongping,et al .PSO-SVR prediction model of periodic weighting in fully mechanized working face[J].Coal Engineering202254(4):86-91.
20 陈仁朋,邹聂,吴怀娜,等 .盾构掘进地表沉降机器学习预测与控制研究综述[J].华中科技大学学报(自然科学版)202250(8):56-65.
  CHEN Renpeng, ZOU Nie, WU Huaina,et al .Review of prediction and control for surface settlement caused by shield tunneling based on machine learning[J].Journal of Huazhong University of Science and Technology(Natural Science Edition)202250(8):56-65.
21 HU M, LI W, YAN K,et al .Modern machine learning techniques for univariate tunnel settlement forecasting:a comparative study[J].Mathematical Problems in Engineering20192019:1-12.
22 CHANG C C, LIN C J .LIBSVM:a library for support vector machines[J].ACM Transactions on Intelligent Systems and Technology20112(3):1-27.
23 赵冬梅,吴亚星,张红斌 .基于IPSO-BiLSTM的网络安全态势预测[J].计算机科学202249(7):357-362.
  ZHAO Dongmei, WU Yaxing, ZHANG Hongbin .Network security situation prediction based on IPSO-BiLSTM [J].Computer Science202249(7):357-362.
24 张社荣,孙博,王超 .影响盾构隧道地表沉降的多因素分析[J].四川大学学报(工程科学版)201244(4):6-11.
  ZHANG Sherong, SUN Bo, WANG Chao .Multivariate analysis on the ground settlement of shield tunneling[J].Journal of Sichuan University(Engineering Science Edition)201244(4):6-11.
25 郑刚,路平,曹剑然 .基于盾构机掘进参数对地表沉降影响敏感度的风险分析[J].岩石力学与工程学报201534(S1):3604-3612.
  ZHENG Gang, LU Ping, CAO Jianran .Risk analysis based on the parameters sensitivity analysis for ground settlement induced by shield tunneling[J].Chinese Journal of Rock Mechanics and Engineering201534(S1):3604-3612.
26 张望喜,杨学峰,张瑾熠,等 .基于Sobol法的RC框架结构随机化Pushover分析及参数敏感性[J].重庆大学学报202043(3):70-78.
  ZHANG Wangxi, YANG Xuefeng, ZHANG Jinyi,et al .Randomized pushover analysis and parameter sensitivity of reinforced concrete frame structure based on Sobol’ method[J].Journal of Chongqing University202043(3):70-78.
27 李美水,杨晓华 .基于Sobol方法的SWMM模型参数全局敏感性分析[J].中国给水排水202036(17):95-102.
  LI Meishui, YANG Xiaohua .Global sensitivity analysis of SWMM parameters based on Sobol method[J].China Water & Wastewater202036(17):95-102.
28 张俊,殷坤龙,王佳佳,等 .基于时间序列与PSO-SVR耦合模型的白水河滑坡位移预测研究[J].岩石力学与工程学报201534(2):382-391.
  ZHANG Jun, YIN Kunlong, WANG Jiajia,et al .Displacement prediction of Baishuihe landslide based on time series and PSO-SVR model[J].Chinese Journal of Rock Mechanics and Engineering201534(2):382-391.
29 杨馨宇 .基于多源数据的季冻区路基沉降预测方法研究[D].长春:吉林大学,2021.
Outlines

/