<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>In this article, the dynamic response of suction caisson foundations is studied using a three-dimensional finite element model with an absorbing boundary. The adopted formulation is based on the substructuring method. This formulation has been applied to analyze the effect of soil–structure interaction on the dynamic response of the suction foundation as a function of the kind of load. The suction caisson foundations are embedded in viscoelastic homogenous soils and subjected to external harmonic forces. For each frequency, the dynamic impedance connects the applied forces to the resulting displacement. The constitutive elements of the system are modeled using the finite element volumes and shell elements. The numerical results for the dynamic response of the suction foundations are presented in terms of vertical and horizontal displacements as well as vertical and horizontal dynamic impedances. The results indicated that the overall dynamic response is highly affected by the suction caisson diameter, the soil stiffness variation, and the suction caisson length.</p>
</abstract>

In this article, the dynamic response of suction caisson foundations is studied using a three-dimensional finite element model with an absorbing boundary. The adopted formulation is based on the substructuring method. This formulation has been applied to analyze the effect of soil–structure interaction on the dynamic response of the suction foundation as a function of the kind of load. The suction caisson foundations are embedded in viscoelastic homogenous soils and subjected to external harmonic forces. For each frequency, the dynamic impedance connects the applied forces to the resulting displacement. The constitutive elements of the system are modeled using the finite element volumes and shell elements. The numerical results for the dynamic response of the suction foundations are presented in terms of vertical and horizontal displacements as well as vertical and horizontal dynamic impedances. The results indicated that the overall dynamic response is highly affected by the suction caisson diameter, the soil stiffness variation, and the suction caisson length.

Vertical and horizontal dynamic response of suction caisson foundations

3SR Laboratory/Polytech Grenoble Alpes University

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution 4.0 International License.

{"article-title":"Vertical and horizontal dynamic response of suction caisson foundations"}

In this article, the dynamic response of suction caisson foundations is studied using a three-dimensional finite element model with an absorbing boundary. The...

Vertical and horizontal dynamic response of suction caisson foundations

Article Category: Original Study

Data publikacji: 25 sty 2023

Zakres stron: 1 - 13

Otrzymano: 25 sie 2020

Przyjęty: 30 sie 2022

DOI: https://doi.org/10.2478/sgem-2022-0018

Słowa kluczowe
Suction Caisson Foundation, Dynamic Impedance, Soil–Structure Interaction, Numerical Model, Absorbing Boundary

© 2023 Soumia Bouneguet et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Vertical and horizontal dynamic response of suction caisson foundations

Article Category: Original Study

Data publikacji: 25 sty 2023

Zakres stron: 1 - 13

Otrzymano: 25 sie 2020

Przyjęty: 30 sie 2022

DOI: https://doi.org/10.2478/sgem-2022-0018

Słowa kluczoweSuction Caisson Foundation, Dynamic Impedance, Soil–Structure Interaction, Numerical Model, Absorbing Boundary

© 2023 Soumia Bouneguet et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Słowa kluczowe
Suction Caisson Foundation, Dynamic Impedance, Soil–Structure Interaction, Numerical Model, Absorbing Boundary