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Author:
Mani Farahi
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2005-05-03 |
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I have modeled a tunnel with Plaxis program.The output shear forces in the bottom of linning( at the end section next to the ground) are extremely large and unreliable.
1-Is it a problem with plaxis?
2- Hoe can we overcome this difficulty considering the fact the in real cases the linning(shtcrete) can bear the shear forces?
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to subject 'Geotechnical design and analysis'
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Subject:
Tunnel design 