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Vertical and horizontal dynamic response of suction caisson foundations

Soumia Bouneguet

Soumia Bouneguet

LGCE Department of Civil Engineering, University of JijelAlgeria
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Bouneguet, Soumia
, 
Salah Messioud

Salah Messioud

LGCE Department of Civil Engineering, University of JijelAlgeria
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Messioud, Salah
 e 
Daniel Dias

Daniel Dias

3SR Laboratory/Polytech Grenoble Alpes UniversityFrance
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Dias, Daniel
  
25 gen 2023
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Categoria dell'articolo: Original Study
Pubblicato online: 25 gen 2023
Pagine: 1 - 13
Ricevuto: 25 ago 2020
Accettato: 30 ago 2022
DOI: https://doi.org/10.2478/sgem-2022-0018
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© 2023 Soumia Bouneguet et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1

Sub-structure method.
Sub-structure method.

Figure 2

Impedance functions.
Impedance functions.

Figure 3

Used numerical model.
Used numerical model.

Figure 4

Geometry of the numerical model.
Geometry of the numerical model.

Figure 5

Influence of the suction caisson inner diameter on the vertical dynamic impedance.
Influence of the suction caisson inner diameter on the vertical dynamic impedance.

Figure 6

Influence of the suction caisson inner diameter on the horizontal dynamic impedance.
Influence of the suction caisson inner diameter on the horizontal dynamic impedance.

Figure 7

Vertical displacement amplitude | U/F |̶
Vertical displacement amplitude | U/F |̶

Figure 8

Horizontal displacement amplitude | U/F |̶.
Horizontal displacement amplitude | U/F |̶.

Figure 9

Vertical and horizontal response for the maximum | U/F|̶ Influence of the suction caisson diameter.
Vertical and horizontal response for the maximum | U/F|̶ Influence of the suction caisson diameter.

Figure 10

Variation of the vertical dynamic impedance as a function of the suction caisson length.
Variation of the vertical dynamic impedance as a function of the suction caisson length.

Figure 11

Variation of the horizontal dynamic impedance as a function of the cylinder length.
Variation of the horizontal dynamic impedance as a function of the cylinder length.

Figure 12

Vertical displacement amplitude | U/F |̶.
Vertical displacement amplitude | U/F |̶.

Figure 13

Horizontal displacement amplitude | U/F |̶.
Horizontal displacement amplitude | U/F |̶.

Figure 14

Vertical and horizontal response for the maximum | U/F |̶ Influence of the cylinder depth.
Vertical and horizontal response for the maximum | U/F |̶ Influence of the cylinder depth.

Figure 15

Influence of the Young modulus on the vertical dynamic impedance.
Influence of the Young modulus on the vertical dynamic impedance.

Figure 16

Influence of the Young modulus on the variation of the horizontal dynamic impedance.
Influence of the Young modulus on the variation of the horizontal dynamic impedance.

Figure 17

Vertical displacement amplitude | U/F |̶.
Vertical displacement amplitude | U/F |̶.

Figure 18

Horizontal displacement amplitude | U/F |̶.
Horizontal displacement amplitude | U/F |̶.

Figure 19

Vertical and horizontal response for the maximum | U/F |̶ Influence of the suction module de young.
Vertical and horizontal response for the maximum | U/F |̶ Influence of the suction module de young.
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Inglese
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Geoscienze, Geoscienze, altro, Scienze materiali, Compositi, Materiali porovati, Fisica, Meccanica e dinamica dei fluidi
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