Research on Evaluation System of Vibration Induced by Shield Construction
American Journal of Civil Engineering
Volume 4, Issue 3, May 2016, Pages: 92-97
Received: May 21, 2016; Published: May 24, 2016
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Authors
Tao Lianjin, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
Guo Fei, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
Wang Guofeng, Beijing Railway Construction and Management Co.Ltd., Beijing, China
Huang Jun, CCTEB Civil Defense and Underground Space Institute, Wuhan, China
An Junhai, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
Liu Chunxiao, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
Bian Jin, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
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Abstract
The research of vibration induced by rail transit should not only consider operation stages, but also extend to the construction phase. Based on the calculation results of site test, the evaluation index system was proposed which is suitable for vibration induced by shield construction. The evaluation indexes were built for the first time and the weight coefficient method was used to determine the weight of each evaluation index. According to actual application of evaluation project, the vibration level was described by Fuzzy language, then the evaluation index system of vibration induced by shield construction was established, which is verified by a project example. The research result shows that: the vibration induced by shield construction can be directly present by the evaluation indexes assessment system which was based on site test, so the leading factors can be effectively traced. Afterwards, a reasonable level of vibration and corresponding risk control measures can be gotten, then the satisfactory assessment result was obtained at last. The evaluation index system of vibration induced by shield construction provides some reference datum for the vibration sensitive area by shield construction.
Keywords
Subway, Environmental Vibration, Evaluation Index, Shield Construction
To cite this article
Tao Lianjin, Guo Fei, Wang Guofeng, Huang Jun, An Junhai, Liu Chunxiao, Bian Jin, Research on Evaluation System of Vibration Induced by Shield Construction, American Journal of Civil Engineering. Vol. 4, No. 3, 2016, pp. 92-97. doi: 10.11648/j.ajce.20160403.15
References
[1]
Guo Fei, Huang Jun, Su Yi, et al. Shield construction process induced vibration source characteristics [J]. Journal of Beijing university of technology, 2014, 40(12): 1820-1827. (in Chinese).
[2]
Tao Lian-jin, Guo Fei, Huang Jun, et al. Field tests for environment vibration induced by shield tunneling in sand gravel layer [J]. Journal of Vibration And Shock, 2015, 34(16): 213-218. (in Chinese).
[3]
Wang Xin, Han Xuan, Zhou Honglei. Research on environment vibration response induced by metro shield tunneling in central urban area [J]. Civil Engineering Journal, 2015, S2: 309-314. (in Chinese).
[4]
Liao Chung-Rong, Wu Shi-Hong, Chen Shue-Cheng. Ground Vibration Induced by Shield Tunneling in Gravel Formation [J]. The 11th strait rain water tunnel and underground engineering and technology seminar 2012, 41-46. (in Chinese).
[5]
Nelson, P N, O’Rourke, T D, Flanagan, R F, Kulhawy, F H and Ingraffea, A R. Tunnel boring machine perfor -mance study. Report No. UMTA-06-0100-84-1,448 pp, US Department of Transportation, Washington, DC, 1984.
[6]
Richard W. H. Estimation of fault propagation distance from fold shape: Implications for earthquake hazard assessment [J]. Computers and Geotechnics, 2005, 32: 223-244.
[7]
An Junhai, Tao Lianjin, An linxuan, et al. Research on seismic risk assessment system of urban large and complex underground structures [J]. China civil engineering journal, 2015, 48(S2): 118-123.
[8]
Zhuang Haiyang, Cheng Shaoge, Chen Guo xing. Numerical simulation and analysis of earthquake damages of Dakai metro station caused by Kobe earthquake [J]. Rock and Soil Mechanics, 2008. 29 (1): 245-250. (in Chinese).
[9]
Zheng Xin, Tao Xiaxin, Wang Futong, et al. Mechanism of local amplification in attenuation of ground vibration induced by rail traffic [J]. Journal of Vibration And Shock, 2014, 33 (3): 35-40. (in Chinese).
[10]
The People's Republic of China state environmental protection agency. GB10071-88 Urban regional environmental vibration testing method [S] Beijing: China standard publishing house, 1988. (in Chinese).
[11]
The People's Republic of China state environmental protection agency. GB10070-88 Urban regional environmental vibration standard [S] Beijing: China standard publishing house, 1988. (in Chinese).
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