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G-PFEM Numerical Assessment of Screw Pile Undrained Capacity
L. Monforte (Lead / Corresponding author)
, Marcos Arroyo
, Antonio Gens
,
Matteo Ciantia
Civil Engineering
Research output
:
Chapter in Book/Report/Conference proceeding
›
Conference contribution
227
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Keyphrases
Screw pile
100%
Numerical Assessment
100%
Undrained Capacity
100%
Pull-out
100%
Punching Resistance
50%
Elastic Model
50%
Soil Behavior
50%
Numerical Simulation
50%
Penalty Method
50%
Clayey Soil
50%
Large Deformation
50%
Plastic Model
50%
Large Strain
50%
Parametric Analysis
50%
Undrained Condition
50%
Quasi-incompressibility
50%
Particle Finite Element Method
50%
Contact Constraints
50%
Two-dimensional Geometry
50%
Tresca
50%
Total Stress Analysis
50%
Engineering
Two Dimensional
100%
Elastic Model
100%
Plastic Model
100%
Large Deformation
100%
Parametric Analysis
100%
Dimensional Geometry
100%
Particle Finite Element Method
100%
Computer Simulation
100%
Material Science
Large Deformation
100%
Stress Analysis
100%
Particle Finite Element Method
100%