Deterministic Numerical Modeling of Soil Structure Interaction. Группа авторов

      1  Cover

      2  Title Page

      3  Copyright

      4  Introduction

      5  1 Hydro-mechanically Coupled Interface Finite Element for the Modeling of Soil–Structure Interactions: Application to Offshore Constructions 1.1. Introduction 1.2. Governing equations of the interface problem 1.3. Numerical formulation of the element 1.4. Application 1.5. Conclusion and perspectives 1.6. References

      6  2 DEM Approach of the Modeling for Geotechnical Structures in Interaction with Reinforcements 2.1. Introduction 2.2. Discrete modeling 2.3. Application of the DEM to geotechnical structures in interaction with rigid piles 2.4. Application of the DEM to geotechnical structures in interaction with flexible and deformable reinforcement – comparison with experiment results 2.5. Conclusion 2.6. References

      7  3 SSI Analysis in Geotechnical Engineering Problems Using a Finite Difference Method 3.1. Introduction 3.2. The finite difference method using an explicit scheme 3.3. Application of the finite difference method to soil–structure interaction problems 3.4. Some application examples in the geotechnical engineering field 3.5. Conclusion 3.6. References

      8  4 Macroelements for Soil–Structure Interaction 4.1. Introduction 4.2. The concept of generalized forces: Eurocode 8 recommendations 4.3. Macroelements for shallow foundations 4.4. The considered macroelements 4.5. Case study: seismic response of a reinforced concrete viaduct 4.6. Calibration of the macroelements 4.7. Results of the numerical simulations 4.8. Concluding remarks 4.9. References

      9  5 Urban Seismology: Experimental Approach to Soil–Structure Interaction Towards the Concept of Meta-city 5.1. Introduction 5.2. References

      10  List of Authors

      11  Index

      12  End User License Agreement

      1 Chapter 1Figure 1.1. Comparison between the thin layer and zero-thickness approaches in t...Figure 1.2. Comparison between Lagrange multiplier and penalty methods on deform...Figure 1.3. Comparison between the discretization methods of the contact area (s...Figure 1.4. Comparison between the discretization methods of the flow within and...Figure 1.5. Statement of the mechanical problem and cross-section of the 3D prob...Figure 1.6. Mohr–Coulomb criterion (source: [CER 15])Figure 1.7. Definition of the flow problem (cross-section of the 3D case in the ...Figure 1.8. Definition of the equivalent interior porous medium Ω³ bounded by