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Modeling of Combined Pile...

Edina Koch, MSE Janos Szep, MSE Richard Ray, Ph.D.



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      Research Paper Tunnel Foundation Excavation Underground Dam Construction stage analysis Soil Structure Interaction 2D Consolidation Pile Wall geotechnical Seepage Structural Analysis Tutorial 3D modelling Ground Rail Seismic Slope groundwater midas Gen pressure settlements 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 Dynamic El Nino Elastic modulus Embankment Excavating Finite Element Foundation Differential Settlements Fracod Geometry High-rise building Highly Expansive Hoek-Brown criterion Intersection Live Load Analysis Long Drought Season Long deep tunnels Mcgill Monte Carlo ONKALO Parametric study Progressive Failure Purdue Raft Foundations Safety Factor Shrinkage Simultaneous Blasting Soil Soil Modeling Spalling Spalling prediction Squeezing Structural Design Substructure Thermal Analysis Vertical stress Void Creation alluvial anisotropic properties axial shear stresses barrette raft base buoyancy phenomenon numerically collapse compact crystalline rock deepening elasticity 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 o-cell loading packer permeability testing pile loading portal pressuremeter testing rail tunnel retaining wall seismic loading sensitivity analysis shaft shallow depths spillways standard penetration testing stress and strain subsea temporary supports