The Vibration Influence on the Surrounding Ground by Four-Holes Parallel Tunnel

Article Preview

Abstract:

With the development of thetimes, the floor space has been unable to meet human requirements, bututilization of urban underground space has become a kind of choice to solvevarious problems. In recent years, many international organizations andresearch institutions have begun to develop urban underground space, and otherissues have been discussed in a number of meetings. As a new type of transportation, subwaycan effectively solve traffic congestions. This paper applies a kind of computer-aided Engineering,like ANSYS, to establish three-dimensional finite element model offour-hole parallel tunnel, Loadingthe subway train, andthen calculating, finally analyzing rules of vibrationof the surrounding ground of four-hole parallel tunnel when the subway is working.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 971-973)

Pages:

2176-2179

Citation:

Online since:

June 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Qingsong Feng, Xiaoyan Lei, Songlang Lian. Summary of environmental vibration induced by high-speed train study [J]. Journal of East China Jiaotong University, 2008, 25(2): 1-5.

Google Scholar

[2] Baisheng Wang, Zhongjie Xu, Yingwu Yang. Predict the vibration of the proposed building caused by trains[J]. Journal of Zhejiang University, 2008, 42(9): 1502-1505.

Google Scholar

[3] Shuang Dong, Yuanqing Zhu. The research Survey of subway vibration environment and the impact on the building[J]. Noise and vibration control, 2004, 2: 1-4.

Google Scholar

[4] Huaxi Lu, Pingying Liang, Yanping Xu. The summary of research methods to vibration of buildings caused by high-speed train[J]. Noise and vibration control, 2010, 8: 50-53.

Google Scholar

[5] Zhiyi Li, Guangyun Gao, ShiJin Feng, etc. Analysis of ground vibration caused by high-speed train running [J]. Journal of Tongji University (Natural Science), 2007, 35(7): 909-914.

Google Scholar

[6] Tong Jiang, Changshu Cheng. Analysis of elastic dynamic problems in TLC method with quadratic shape functions [J]. Quarterly mechanics, 2006, 27(3): 495-504.

Google Scholar

[7] Bo Peng, Weiping Xie, Cangru Jiang. Under moving loads, dynamic analysis of soil foundation and track system [J]. Journal of Huazhong university of science and technology (Urban Science), 2003. 20(2): 72-74, 102.

Google Scholar