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Numerical Modeling of Suction
Pile
Mono-pileGroup Piles
Soil Failure Surfaces
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Group Piles SS: Silt Sand
Red : Plastic / Blue : Elastic
Loaded at Top: Purely Horizontally: 0 degree
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SS: Silt SandMono Pile
Red : Plastic / Blue : Elastic
Loaded at Top: Purely Horizontally: 0 degree Top Surface
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Loaded at Top: Purely Horizontally: 0 degree- Padeye1
Mono Pile SS: Silt Sand
Red : Plastic / Blue : Elastic
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Mono Pile SS: Silt Sand
Loaded at Top: Purely Horizontally: 0 degree- Padeye1
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0.0 0.2 0.4 0.6 0.8 1.00
2000
4000
6000
8000
10000
12000
14000
SS-Layer
Mono-Pile & Group Piles- Loaded Top
-0degree
Mono Pile- whole top surface Loading
Mono Pile-1p loading
Group Pile
RF1(KN
)
U1(m)
Results Silt Sand Layer-Group
pile and Mono pile- New Project
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0.0 0.2 0.4 0.6 0.8 1.00
5000
10000
15000
20000
25000
30000
Pile loaded at top- whole surface
Pile loaded at Top- Padeye new project
Pile Loaded at Top- padeye old project
SS
Mono-Pile - 0degree: 3 cases
RF1
(KN)
U1(m)
Results SS Mono Piles
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Group Piles 2Layers: Silt Clay and Silt Sand
Loaded at Top: Purely Horizontally: 0 degree
Red : Plastic / Blue : Elastic
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Loaded at Top: Purely Horizontally: 0 degree Top surface
Mono Pile 2 Layers: Silt Clay and Silt Sand
Red : Plastic / Blue : Elastic
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Loaded at Top: Purely Horizontally: 0 degree- Padeye1
Mono Pile 2 Layers: SC and SS
Red : Plastic / Blue : Elastic
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Mono Pile 2 Layers: SC and SS
Loaded at Top: Purely Horizontally: 0 degree- Padeye1
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0.0 0.2 0.4 0.6 0.8 1.0
0
2000000
4000000
6000000
8000000
10000000
Mono Pile- whole top surface Loading
Mono Pile-1p loading
Group Pile
2-Layers
Mono-Pile & Group Piles- Loaded Top
-0degree
U1(m)
Results Double Layers- Group
pile and Mono pile- New Project
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0.0 0.2 0.4 0.6 0.8 1.00
3000
6000
9000
12000
Pile loaded at top- whole surface
Pile loaded at Top- Padeye new project
Pile Loaded at Top- padeye old project
2 LayersMono-Pile - 0degree: 3 cases
RF1(KN)
U1(m)
Results Double Layers Mono
Piles
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Loaded at Top: Purely Horizontally: 0 degree
SC: Silt ClayGroup Piles
Red : Plastic / Blue : Elastic
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Loaded at Top: Purely Horizontally: 0 degree- Top surface
Mono Pile SC: Silt Clay
Red : Plastic / Blue : Elastic
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Loaded at Top: Purely Horizontally: 0 degree- Padeye1
Mono Pile SC: Silt Clay
Red : Plastic / Blue : Elastic
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Mono Pile SC: Silt Clay
Loaded at Top: Purely Horizontally: 0 degree- Padeye1
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0.0 0.2 0.4 0.6 0.8 1.0
0
2000000
4000000
6000000
8000000
10000000
Mono Pile- whole top surface LoadingMono Pile-1p loading
Group Pile
SC-Layer
Mono-Pile & Group Piles- Loaded Top
-0degree
RF1(KN)
U1(m)
Results Silt Clay- Group piles
and Mono pile- New Project
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Results Silt Clay Layer Mono
Piles
0.0 0.2 0.4 0.6 0.8 1.00
3000
6000
9000
12000
Pile loaded at top- whole surface
Pile loaded at Top- Padeye new project
Pile Loaded at Top- padeye old project
SC Layer
Mono-Pile - 0degree: 3 cases
RF1(
KN)
U1(m)
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THANK YOU!