Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (S1): 299-304.doi: 10.16285/j.rsm.2019.1653

• Geotechnical Engineering • Previous Articles     Next Articles

Time series prediction for deformation of the metro foundation pit based on wavelet intelligence model

GUO Jian1, 3, CHEN Jian2, HU Yang1   

  1. 1. School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, Hubei 430023, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Department of Controlled Science and Engineering, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China
  • Received:2019-09-21 Revised:2019-10-09 Online:2020-06-19 Published:2020-06-09
  • Supported by:
    This work was supported by the Major Research Project of the China Academy of Engineering Physics (2017XZ1205) , Hubei Technical Innovation Project (2017ACA186), and Ningbo Public Welfare Science and Technology Planning Project(2019c50012).

Abstract: The risk management of the construction on foundation pit of the metro in the soft clay area is challenging, not only affected by the complex geological conditions and construction environment, but also disturbed by engineering construction and external factors, making it difficult to obtain the actual data for predicting the deformation of foundation pit, thus resulting in the risk in construction and its surrounding environment. Based on the data analysis and the dynamic prediction theory of the wavelet transform and Elman neural network, a new time series wavelet Elman prediction model (WEPM) of the foundation pit deformation was proposed and was applied in the foundation pit engineering of the Wuhan metro. The actual deformation data was obtained based on the wavelet decomposition de-noising process of the previous measured data. Then the wavelet intelligence model was used to realize a rolling prediction on the deformation of foundation pit. The analysis results show that the WEPM has a high prediction accuracy and a high generalization performance, which was suitable for the time series prediction on the deformation of foundation pit under different conditions. The proposed model provides basis for deformation prediction, construction safety and accidents prevention of foundation pit construction in Wuhan.

Key words: foundation pit of metro, deformation prediction, wavelet transform, time series analysis

CLC Number: 

  • U452
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[2] WEI Xing, CHEN Rui, CHENG Shi-tao, ZHU Ming, WANG Zi-jian, . Stability of deep foundation pits in Chengdu expansive soil area with the influence of rainfalls and predictions of deformation [J]. Rock and Soil Mechanics, 2024, 45(S1): 525-534.
[3] LI Tao, SHU Jia-jun, WANG Yan-long, CHEN Qian. Horizontal deformation prediction of deep foundation pit support piles based on decomposition methods model [J]. Rock and Soil Mechanics, 2024, 45(S1): 496-506.
[4] MA En-lin, LAI Jin-xing, WANG Li-xin, WANG Ke, LEI Sheng-xiang, LI Chu-jun, QIU Jun-ling, . Deformation prediction during underground construction based on traction algorithm in control phases [J]. Rock and Soil Mechanics, 2023, 44(2): 577-594.
[5] WANG Zhong-kai, XU Guang-li. Influence range and quantitative prediction of surface deformation during shield tunnelling and exiting stages [J]. Rock and Soil Mechanics, 2020, 41(1): 285-294.
[6] HUANG Xiao-hong, SUN Guo-qing, ZHANG Kai-yue,. Localisation of Geiger acoustic emission source based on all-phase analysis and several times cross-correlation [J]. , 2018, 39(4): 1362-1368.
[7] HUANG Xiao-hong , ZHANG Yan-bo , TIAN Bao-zhu , LIU Xiang-xin,. Time delay estimation and acoustic emission source location of rock based on phase difference [J]. , 2015, 36(2): 381-386.
[8] CAO Jing, DING Wen-yun, ZHAO Dang-shu, SONG Zhi-gang, LIU Hai-ming. Time series forecast of foundation pit deformation based on LSSVM-ARMA model [J]. , 2014, 35(S2): 579-586.
[9] CHEN Xu ,YU Jin ,LI Hong ,CAI Yan-yan ,ZHANG Ya-zhou ,MU Kang . Experimental study of propagation characteristics of acoustic wave in rocks with different lithologies and water contents [J]. , 2013, 34(9): 2527-2533.
[10] DAI Chun-quan ,WANG Lei . VAR modeling of construction deformation prediction of deep foundation pit and application [J]. , 2012, 33(S2): 395-400.
[11] MA Gang ,CHANG Xiao-lin ,ZHOU Wei ,HUA Jun-jie . Integrated inversion of instantaneous and rheological parameters and deformation prediction of high rockfill dam [J]. , 2012, 33(6): 1889-1895.
[12] CAO Yang-bing, YAN E-chuan, XIE Liang-fu. Study of landslide deformation prediction based on gray model-evolutionary neural network model considering function of environmental variables [J]. , 2012, 33(3): 848-852.
[13] KANG Yu-mei,ZHU Wan-cheng,CHEN Geng-ye,YIN Xiao-qin. Cross correlation analysis and time delay estimation of acoustic emission signals of rock based on wavelet transform [J]. , 2011, 32(7): 2079-2084.
[14] YIN Sheng-bin, DING Hong-yan. Time series-projection pursuit regression model for predicting surface settlement during pit excavation [J]. , 2011, 32(2): 369-374.
[15] MA Wen-tao. Prediction of slope displacement based on wavelet transform and genetic algorithm-least square support vector machine [J]. , 2009, 30(S2): 394-398.
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