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Prediction of tunnel-induced settlements in soft ground
J. Fillibeck
,
N. Vogt
Chair of Soil Mechanics and Foundation Engineering, Rock Mechanics and Tunneling
Engineering and Design
Research output
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Chapter in Book/Report/Conference proceeding
›
Chapter
›
peer-review
1
Scopus citations
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Keyphrases
Soft Ground
100%
Tunnel Settlement
100%
Settlement Trough
100%
In Situ
25%
Prediction Method
25%
Surrounding Soil
25%
Measurement Results
25%
Volume Loss
25%
Two-parameter
25%
Tunneling
25%
Stress Redistribution
25%
Stress Displacement
25%
Empirical Prediction
25%
Inflection Point
25%
Shallow Tunnel
25%
3D FE
25%
Area-sensitive
25%
FE Calculations
25%
Settlement Measurement
25%
Advanced Constitutive Model
25%
Gaussian Distribution Function
25%
Different Boundaries
25%
Engineering
Induced Settlement
100%
Tunnel
100%
Surrounding Soil
25%
Input Parameter
25%
Constitutive Model
25%
Inflection Point
25%
Gaussians
25%
Tunnel Construction
25%
Boundary Condition
25%