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A compact design for shaf...

Sylvie Giuliani-Leonardi, VINCI Construction



 

 

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      Tunnel Research Paper Foundation Dam Underground Excavation Construction stage analysis Wall Consolidation Soil Structure Interaction 2D Pile midas GTS Seepage Dynamic Slope Embankment Ground Rail Seismic Spalling geotechnical groundwater midas Gen pressure settlements 3D modelling Alpine Base Tunnels Analysis of Finite Element Methode Combined Pile-Raft Foundations Complex Concrete Conference Couple Analysis Coupled Analysis DDM DFI Design analysis Displacement Diversion Tunnel Double shield TBMs El Nino Elastic modulus Excavating Finite Element Foundation Differential Settlements Fracod Geometry Geostatic High-rise building Highly Expansive Hoek-Brown criterion Intersection Live Load Analysis Long Drought Season Long deep tunnels Monte Carlo ONKALO Parametric study Progressive Failure Purdue Q-z curve Raft Foundations Safety Factor Shrinkage Simultaneous Blasting Soil Soil Modeling Spalling prediction Squeezing Structural Analysis Structural Design Substructure T-z curves Thermal Analysis Vertical stress Void Creation alluvial anisotropic properties axial shear stresses barrette raft base buoyancy phenomenon numerically collapse compact crystalline rock deepening elasticity embedded pile element finite element method foundation design fractured zone geological investigation geomechanical parameter geophysics ground resistance hydraulic behavior instrumentation junction limestone cavity linear-elastic ground load transfer curves load transfer mechanism mechanism non linear analysis numerical analysis of pile group numerical method numerous large pile systems o-cell loading packer permeability testing pile group pile loading portal pressuremeter testing rail tunnel seismic loading sensitivity analysis shaft shallow depths spillways standard penetration testing stress and strain subsea