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A Review on the Dynamic Vibrations Relationship in the Metro Tunneling

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Abstract (2. Language): 
In this paper, investigate on dynamic relationships and soil-tunnel interaction is discussed. Practical wave motion input method for Rayleigh wave propagation problems in time domain is proposed and applied to dynamic analysis of tunnel entrance model. Reasonable simulation result and desirable accuracy is accomplished with the proposed approach. The generation model analyzing the dynamic interaction between the rolling stock and the railway superstructure, and a propagation model describing the vibration transmission through the tunnel lining and the surrounding soils.
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REFERENCES

References: 

[1] H, R. Nejati. M, Ahmadi. H, Hashemolhosseini. M, Hayati. “Probabilistic Analysis of Ground Surface Vibration Due to Train Movement, a Case Study on Tehran Metro Line 4” Geotech Geol Eng 30, pp.1137–1146. 2012.
[2] D, Wu. B, Gao. “Dynamic Analysis of Tunnel Entrance Under the Effect of Rayleigh Wave” EJGE, Vol. 18, Bund. S, pp. 4231-4246. 2013.
[3] QI, Taiyue. B, GAO. “Strata consolidation subsidence induced by metro tunneling in saturated soft clay strata” Journal of Modern Transportation Volume 19, Number 1, March, pp. 35-41. 2011.
[4] S,A, Mazek. H,A, Almannaei. “Finite element model of Cairo metro tunnel-Line 3 Performance” Ain Shams Engineering Journal 4, pp.709–716.2013.
[5] D, De-yun. L, Wei-ning. S, GUPTA. G, LOMBAERT. G, DEGRANDE. “Prediction of vibrations from underground trains on Beijing metro line 15” J. Cent. South Univ. Technol. 17, pp. 1109−1118.2010.
[6] A, Amorosi. D, Boldini. G, Falcone. “Numerical prediction of tunnel performance during centrifuge dynamic tests” Acta Geotechnica, 25 November 2013, Springer, Verlag Berlin Heidelberg, DOI 10.1007/s11440-013-0295-7, 2014.
[7] M, D’Apuzzo. V, Nicolosi. “Evaluation of pavement-oriented countermeasures to mitigate traffic induced vibrations in urban areas”.
5th European Conference on Noise Control: EURONOISE, May 19th-22nd 2003, Naples, Italy, pp. 1-6. 2003.
[8] M, Crispino. M, D’Apuzzo. R, Lamberti. “Development and experimental validation of a prediction model to assess railway induced vibrations”. 5th European Conference on Noise Control: EURONOISE, May 19th-22nd 2003, Naples, Italy, pp.1-6. 2003.
[9] V, Aiello. D, Boiero. M, D'Apuzzo. F, Silvestri. V, Socco. “Experimental and numerical analysis of vibrations induced by underground trains in urban environment”. Journal of Structural Control and Health Monitoring, Vol. 15, DOI: 10.1002/stc.247, Wiley InterScience, pp. 315-348. 2008.
[10] V, Nicolosia. M, D'Apuzzob, E, Bogazzi. “A Unified Approach for the Prediction of Vibration Induced by Underground Metro” Procedia - Social and Behavioral Sciences 53, pp. 62 – 71. 2012.
[11] Jaw-Nan (Joe) Wang.” Seismic Design of Tunnels A Simple State-of-the-Art Design Approach”. Parsons Brinckerhoff Quade & Douglas, Inc. June 1993.
[12] Y.M.A, Hashash. D, Park . J, I-C, Yao.” Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures ” Tunnelling and Underground Space Technology 20 . pp. 435–441.2005.
[13] Y.M.A, Hashash. J.J, Hook. B, Schmidt. J.I.-C, Yao. “Seismic design and analysis of underground structure”. Tunn. Undergr. Sp. Technol. 16, pp.247–293. 2001.

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