Seismic nonlinear 3D analysis of ground improvement effects on soil–pile interaction considering advanced soil constitutive model
Sharif University of Technology · University of Luxembourg
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4
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Topics
Keywords
- Pile
- Bending moment
- Nonlinear system
- Parametric statistics
- Stiffness
- Foundation (evidence)
- Hydrogeology
- Seismic loading
UN Sustainable Development Goals
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