3-D numerical model of jack force interaction to segmental tunnel lining in soft soil
The construction process of a bored tunnel is a complicated process. During tunnelling, loads were acting on tunnel and tunnel lining were installed to support excavation. Simultaneously, soil redistribution induced by tunnel excavation leads to lining to deform. One of the parameters that affect gl...
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| Main Authors: | , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2019
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/89388/1/RiniAsnidaAdbullah2021_3DNumericalModelofJackForce.pdf http://eprints.utm.my/id/eprint/89388/ http://www.dx.doi.org/10.1088/1757-899X/527/1/012035 |
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