Effects of tunnel depth and relative density of sand on surface settlement induced by tunneling
Tunnelling in densely populated areas is generally associated with undesirable ground movement and subsequent damage to adjacent buildings. Many parameters are contributed to the ground movements during tunnelling in which non-linear relationships are established between these parameters and ground...
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| Main Authors: | , , |
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| Format: | Article |
| Published: |
E-Journal of Geotechnical Engineering
2015
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/58442/ |
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