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Study on Influence of Shallow Buried Tunnel Excavation on Adjacent Bridge Piles

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Abstract

The influence of metro tunnel excavation on the surrounding existing structures should not be ignored. According to the characteristics of the tunnel side passing through the Beiyuan viaduct pile of Jinan Metro Line R2, the construction process is simulated by using FLAC3D software. The influence of tunnel excavation on adjacent bridge piles is studied. The results show that during the construction of double track tunnel, the farther away from the tunnel axis, the smaller the disturbance caused by the construction. Due to the disturbance of the stratum caused by the construction of the large excavation section of the left line tunnel, the maximum settlement value of the surface is directly above the axis of the left line tunnel. The vertical deformation curve of the stratum presents an asymmetric double concave groove distribution. By adopting the advanced support scheme of WSS deep hole grouting + advanced small catheter, the pile deformation and the uneven settlement of the ground surface is effectively limited. The longer the length of the pile embedded in the rock mass, the smaller the horizontal displacement generated by the pile bottom. The research can provide reference for the construction of similar tunnel side crossing bridge piles in the future.

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References

  • An YH (2017) Study of the protective effect of partition wall(CSM) in metro foundation pit adjacent to bridge pile. Railw Stand Des 61(05):135–138

    Google Scholar 

  • Fan F, Chen JJ, Zhang HB, Wang JH (2015) Simplified method to predict settlements of adjacent buildings due to deep excavation. Chin J Geotech Eng 37(S2):61–64

    Google Scholar 

  • Goh Y, Zhang R, Zhang W (2017) Evaluating stability of underground entry-type excavations using multivariate adaptive regression splines and logistic regression. Tunn Undergr Space Technol 70:148–154

    Article  Google Scholar 

  • Guo JJ, Zhang GH, Chu C (2022) Safety assessment of long-span multi-arch tunnel passing under ancient buildings. J Chongqing Jiaotong Univ (nat Sci) 41(08):53–57

    Google Scholar 

  • Lai HP, Zheng HW, Chen R (2020a) Settlement behaviors of existing tunnel caused by obliquely under-crossing shield tunneling in close proximity with small intersection angle. Tunn Undergr Space Technol 97:534–546

    Article  Google Scholar 

  • Lai JX, Zhou H, Wang K (2020b) Shield-driven induced ground surface and ming dynasty city wall settlement of Xi’an metro. Tunn Undergr Space Technol 97:221–233

    Article  Google Scholar 

  • Li YB (2019) Research on construction technology of oblique excavation under in lined crossing under urban overpass. Henan University of Technology, Zhengzhou

    Google Scholar 

  • Li YG, Jiao PP, Qiao WD (2019) Prediction of steering behaviors on curves based on BP neural network optimized by modified PSO. J Highw Transp Res Dev 36:128–136

    Google Scholar 

  • Li T, Jiang AN, Zhang FR, Zhong Y, Bo Xu (2022) Effects of jointed rock masses on stability of shield tunnels under tunnelling and ground Loss rates. Ind Constr 52(03):29–37

    Google Scholar 

  • Lin J (2014) Analysis on mechanical property of supporting structure in deep foundation pit adjacent to building. Build Sci 30(07):119–124

    Google Scholar 

  • Liu BC, Yang SS, Li YB, Yan X, Jiang S (2021) Reinforcing technique for shield machine passing alongside old buildings in complex geological conditions. Urban Mass Transit 24(09):153–158

    Google Scholar 

  • Lv B (2016) Study on construction technology of large section tunnel adjacent to building. Railw Stand Des 10:83–85

    Google Scholar 

  • Mu WG, Liu HC, Ma YQ (2017) Study on stability evaluation and treatment method of rock slope with high rock mass adjacent to building. Geotech Eng Tech 31(05):217–220+245

    Google Scholar 

  • Wang J (2018) Research on the construction technology of deep rock foundation excavation adjacent to existing buildings. Constr Technol 47(01):36–40

    Google Scholar 

  • Wang JX, Dong JH, Chen SL (2018) Multi-parameters Inversion of stress-seepage-damage coupling model based on DEPSO intelligent algorithm. J Basic Sci Eng 26:872–887

    Google Scholar 

  • Wei J (2018) Research on the construction technology of deep rock foundation excavation adjacent to existing buildings. Constr Technol 47(01):36–40

    Google Scholar 

  • Wen SL (2020) Influence of deep foundation pit excavation on adjacent buildings and optimization of reinforcement measures. Mod Tunn Technol 57(04):98–103

    Google Scholar 

  • Wu ZY (2017) Study on the influence of adjacent bridge piles due to construction of shallow-buried excavated station tunnel with large cross-section. Chongqing Jiaotong University, Chongqing

    Google Scholar 

  • Zhang ZG, Zhang CP, Xi XG (2019) Closed solutions to soil displacements induced by twin-tunnel excavation under different layout patterns. Chin J Geotech Eng 41(02):262–271

    Google Scholar 

  • Zhang YT, An XY, Jin YF (2022) Centrifugal model tests on settlement of structures caused by tunnel excavation. Chin J Geotech Eng 44(S2):54–57

    Google Scholar 

  • Zhao DP, Wang F, Li D, Wang ZY, Zhang Q, Ji DL (2022) Study on the law of surface settlement and reinforcement scheme of parallel tunnel passing through buildings. Mod Tunn Technol 59(S1):258–266

    Google Scholar 

  • Zhou HB (2018) The research about supporting pattern of the Pit which is next to bridge piles. Highw Eng 39(04):207–210

    Google Scholar 

  • Zhou GN, Sun YY (2018) Application of genetic algorithm based BP neural network to parameter inversion of surrounding rock and deformation prediction. Mod Tunn Technol 55:107–113

    Google Scholar 

  • Zhu ST (2014) Study on partition protection of pile adjacent to metro shield tunnel construction in changsha sandy cobble stratum. Central South University, Changsha

    Google Scholar 

Download references

Funding

This work was supported by the project of the National Natural Science Foundation of China (51774199).

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Authors and Affiliations

  1. No.5 Institute of Geological and Mineral Survey, Tai’an, 271021, Shandong, China

    Yuanxin Miao, Meng Guo, Xuesong Zhao & Meng Zhao

  2. Shandong Luyue Resources Exploration and Development Co., Ltd, Tai’an, 271021, Shandong, China

    Huan Liu & Cunwei Hou

  3. Shandong University of Science and Technology, Tai’an, 271019, China

    Yao Li

Authors
  1. Yuanxin Miao
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  2. Meng Guo
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  3. Xuesong Zhao
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  4. Huan Liu
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  5. Cunwei Hou
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  6. Meng Zhao
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  7. Yao Li
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Correspondence to Meng Guo.

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Miao, Y., Guo, M., Zhao, X. et al. Study on Influence of Shallow Buried Tunnel Excavation on Adjacent Bridge Piles. Geotech Geol Eng 41, 3321–3333 (2023). https://doi.org/10.1007/s10706-023-02457-x

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  • DOI: https://doi.org/10.1007/s10706-023-02457-x

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