Influence of Environmental Vibration Caused by Three Lines Overlapping in Subway Tunnel Operations

Abstract

Taking the six-hole overlapped tunnel area of Tianjin Metro Lines Z1, 5, and 6 as the research object, the universal finite element software ABAQUS is used to establish a three-dimensional dynamic finite element model of the overlapped tunnel area, and the vibration load of the subway train is applied. The environmental vibration response law of the overlapped tunnel area under different load combinations and different orders of tunnel construction conditions is analyzed, and some suggestions for the assessment and control of the environmental vibration of the overlapped tunnel area are put forward. The research results can provide a reference for subway line planning, design, construction, and operation management in the complex spatial tunnel area with multiple overlapped lines under similar conditions.

Keywords

subway tunnels and underground structures environmental vibration three lines overlapping tunnels finite element simulation dynamic response

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References

Vogiatzis

Georges

Environmental Ground-Borne Noise and Vibration From Urban Light Rail Transportation During Construction and Operation. Current Pollution Reports, Vol. 3, No. 2, 2017, pp. 162–173. https://doi.org/10.1007/s40726-017-0059-3.

Yan

Chen

Wen

Bao

Vibration Response and Cumulative Fatigue Damage Analysis of Overlapped Subway Shield Tunnels. Journal of Performance of Constructed Facilities, Vol. 34, No. 2, 2020, p. 04019121. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001396.

Zhang

X. H.

S. H.

Zhou

H. G.

J. B.

Experimental Investigation on Train-Induced Vibration of the Ground Railway Embankment and Under-Crossing Subway Tunnels. Transportation Geotechnics, Vol. 26, 2021, p. 100422. https://doi.org/10.1016/j.trgeo.2020.100422.

Bahrekazemi

Train-Induced Ground Vibration and its Prediction. Royal Institute of Technology, Stockholm, Sweden, 2004.

Wang

T. Y.

Study on Subway-Induced Environmental Vibration and Isolation Method of Building From it. Tongji University, Shanghai, China, 2008.

Sun

X. J.

Prediction of Environment Vibrations Induced by Metro Trains and Mitigation Measures Analysis. Beijing Jiaotong University, China, 2008.

Liu

W. N.

Wang

W. B.

Prediction Method for Subway Train-Induced Environmental Vibration Responses. China Railway Science, Vol. 34, No. 4, 2013, pp. 110–117. https://doi.org/10.3969/j.issn.1001-4632.2013.04.19.

Yang

Zhu

Zhai

Kouroussis

Wang

Lan

Prediction and Mitigation of Train-Induced Vibrations of Large-Scale Building Constructed on Subway Tunnel. Science of The Total Environment, Vol. 668, No. 10, 2019, pp. 485–499. https://doi.org/10.1016/j.scitotenv.2019.02.397.

Sadeghi

Esmaeili

Safe Distance of Cultural and Historical Buildings From Subway Lines. Soil Dynamics and Earthquake Engineering, Vol. 96, 2017, pp. 89–103. https://doi.org/10.1016/j.soildyn.2017.02.008.

10.

Ling

Y. H.

J. X.

Yang

T. Y.

Liu

Huang

Y. M.

Serviceability Assessment of Subway Induced Vibration of a Frame Structure Using FEM. Structural Engineering and Mechanics, Vol. 7, No. 2, 2019, pp. 131–138. https://doi.org/10.12989/sem.2019.71.2.131.

11.

Yang

Y. B.

Liang

Hung

H. H.

Comparative Study of 2D and 2.5D Responses of Long Underground Tunnels to Moving Train Loads. Soil Dynamics and Earthquake Engineering, Vol. 97, 2017, pp. 86–100. https://doi.org/10.1016/j.soildyn.2017.02.005.

12.

Zhu

Wang

Costa

P. A.

Bai

An Efficient Approach for Prediction of Subway Train-Induced Ground Vibrations Considering Random Track Unevenness. Journal of Sound and Vibration, Vol. 455, 2019, pp. 359–379. https://doi.org/10.1016/j.jsv.2019.05.031.

13.

Wang

Ren

Zhang

Dynamic Response and Long-Term Settlement of a Compacted Loess Embankment Under Moving Train Loading. KSCE Journal of Civil Engineering, Vol. 25, No. 11, 2021, pp. 4075–4087. https://doi.org/10.1007/s12205-021-1023-8.

14.

Lei

Miao

Liang

Wang

Locally Resonant Periodic Wave Barriers for Vibration Isolation in Subway Engineering. KSCE Journal of Civil Engineering, Vol. 25, No. 4, 2021, pp. 1239–1251. https://doi.org/10.1007/s12205-021-1097-3.

15.

Santos

Gidro

Carrazedo

A Simplified Numerical Model for the Assessment of Vibration in Subway Lines With Experimental Validation. International Journal of Structural Stability and Dynamics, Vol. 21, No. 11, 2021, p. 2150156. https://doi.org/10.1142/S021945542150156X.

16.

Wang

L. D.

X. M.

Han

Zhu

Cai

C. S.

Time–Frequency Random Approach for Prediction of Subway Train-Induced Tunnel and Ground Vibrations. International Journal of Structural Stability and Dynamic, Vol. 21, No. 7, 2021, p. 2150101. https://doi.org/10.1142/S0219455421501017.

17.

Zhu

Z. H.

Wang

L. D.

Costa

P. A.

Bai

An Efficient Approach for Prediction of Subway Train-Induced Ground Vibrations Considering Random Track Unevenness. Journal of Sound and Vibration, Vol. 455, No. 1, 2019, pp. 359–379. https://doi.org/10.1016/j.jsv.2019.05.031.

18.

Chen

W. J.

Zhang

Numerical Simulation of Dynamic Response of Overlap Tunnels in Close Proximity due to Train’s Vibrating Load. Rock and Soil Mechanics, Vol. 23, No. 6, 2002, pp. 770–774. https://doi.org/10.16285/j.rsm.2002.06.027.

19.

You

G. M.

Liu

W. N.

Environmental Vibrations Induced by Trains’ Passages Through Overlapping Station and Tunnels. Journal of Beijing Jiaotong University, Vol. 29, No. 4, 2005, pp. 40–44. https://doi.org/10.3969/j.issn.1673-0291.2005.04.010.

20.

Bai

C. H.

Three-Dimensional Elastic Dynamic Response of Close Crisscross Tunnels Subjected to Subway Loading. Rock and Soil Mechanics, Vol. 28, Supplement 1, 2007, pp. 715–718. https://doi.org/10.16285/j.rsm.2007.s1.043.

21.

Jia

Y. X.

Liu

W. N.

Sun

X. J.

Liu

W. F.

Zhang

H. G.

Vibration Effect on Surroundings Induced by Passing Trains in Spatial Overlapping Tunnels. Journal of Railway, Vol. 31, No. 2, 2009, pp. 104–109. https://doi.org/10.3969/j.issn.1001-8360.2009.02.019.

22.

Y. L.

H. Q.

Z. W.

Z. F.

Xie

W. P.

Ambient Vibration Analysis of Adjacent Parallel Multi-Tunnels Under Train Loads. Chinese Journal of Geotechnical Engineering, Vol. 33, No. 11, 2011, pp. 1801–1806. https://doi.org/10.1631/jzus.B1000185.

23.

H. Q.

Z. F.

Liang

L. G.

Wang

G. B.

Chen

Ambient Vibration Analysis of Adjacent Perpendicular Multi-Tunnels Under Train Loads. Rock and Soil Mechanics, Vol. 32, No. 6, 2011, pp. 1869–1873. https://doi.org/10.16285/j.rsm.2011.06.043.

24.

Chang

Zhu

X. J.

Liu

X. B.

Liu

The Analysis About Vibration Influence on Buildings Around Overlapping Multi-Tunnels Under Train Loads. Rock and Soil Mechanics, Vol. 32, No. 6, 2011, pp. 1869–1873. https://doi.org/10.3969/j.issn.1001-4926.2015.02.014.

25.

Study on the Response of Environmental Vibration Under Overlapping Multi-Tunnels by Subway Train. Southwest Jiaotong University, Chengdu, China, 2020.

26.

Liang

Cai

Dynamic Analysis of High-Speed Railway Subgrade Under Irregular Condition. Journal of Railway, Vol. 21, No. 2, 1999, pp. 84–88. https://doi.org/10.3321/j.issn:1001-8360.1999.02.019.