Seismic Response of a Tunnel Embedded in Compacted Clay through Large-Scale Shake Table Testing

To investigate the seismic response of large-scale tunnel in compacted clay and effect of shock absorbing layer to the tunnel, a series of three dimensional (3D) shaking table model tests were carried out. The similarity ratio of the model is 1 : 8 and the size of the model container is 9.3 m (lengt...

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Bibliographic Details
Main Authors: Hao Zhou, Xinghua Wang, Changdi He, Changxi Huang
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2018/5968431