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