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Mathematical Problems in Engineering
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Mathematical Problems in Engineering
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2016
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Article
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Tab 1
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Research Article
Three-Dimensional Ground Settlement Induced by Metro Tunnel Excavation Considering the Influence of Group Piles
Table 1
Geotechnical parameters.
Friction
(KPa)
Elastic modulus
(KPa)
Shear modulus
(KPa)
Poisson ratio
Friction angle
(degrees)
25000
17123.3
0.23
25