Analysis of the Longitudinal Settlements of Tunnel with the Soft Layers in Substratum Soil
Keyword(s):
The 3D finite element model on the interactions between soil and lining was established based on the Mohr-Coulomb Model. Different operation conditions were used to analyze influence on shield tunnel settlement in soft soil, such as difference in properties of substratum soil of tunnels. The deformation discipline of tunnels was achieved. The calculation results show that: the maximal settlement is linear functions of the elastic modulus of the soft layer.
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2014 ◽
Vol 619
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pp. 58-62
2010 ◽
Vol 17
(4)
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pp. 389-404
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2012 ◽
Vol 430-432
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pp. 828-833
2010 ◽
Vol 329
(18)
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pp. 3780-3797
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2011 ◽
Vol 422
◽
pp. 51-54
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