Paper Title:
A Study of the Vibration Impact of Underground Circular Structure on the Surrounding Buildings
  Abstract

The finite element model with artificial boundary was used to simulate dynamic response of an underground circular structure (tunnel, cavern) and displacement of the ground surface under incidence of Rayleigh wave, and to quantitatively analyze the effects of incident wavelength, diameter of structure, and liner stiffness on ground surface displacement amplification. The numerical results show that, the surface displacement amplitude with a tunnel can be 1.3 times of that for the case of without the tunnel. It is suggested that the effects of a tunnel on ground motion should be considered when the tunnel is planned and designed.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2245-2249
DOI
10.4028/www.scientific.net/AMR.243-249.2245
Citation
Q. Ren, X. Liu, "A Study of the Vibration Impact of Underground Circular Structure on the Surrounding Buildings", Advanced Materials Research, Vols. 243-249, pp. 2245-2249, 2011
Online since
May 2011
Authors
Export
Price
$35.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Xiao Ping Cao
Abstract:With the increasing of the quantity of the tunnel, more and more attentions have been paid to the tunnel destruction induced by earthquake....
1978
Authors: Wei Min Qiu, Hai Lin Zhang, Gang Wang
Chapter 3: Security and Life Cycle Engineering Design of Civil Engineering
Abstract:With the development of urban construction, deep large pits are often located at intensive underground structure area, and the utility pipe...
1327
Authors: Qing Guan Lei, Qin Jie Dai, Jian Guo Wang
Chapter 5: Biotechnology, Chemical and Materials Engineering
Abstract:Based on the experimental data in the literature, contact elements were used in the pile-soil interface and the pile-soil interaction was...
733
Authors: Chao Sun, Qing Wang
Chapter 3: Tunnel, Subway and Underground Facilities
Abstract:The article studies the influence of overlying soil thickness on dynamic response of underground stuctures by adopting the method of...
1765
Authors: Lu Ping Yi, Jing Ji
Chapter 3: Mechanics Engineering and Applied Mechanics
Abstract:Research on the mechanical properties of variable diameter Independent pile under the combined action of wind, wave and flow is carried out....
861