kth royal institute of technology stockholm, …...kth royal institute of technology stockholm,...
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![Page 1: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/1.jpg)
Modelvorming
Niki KringosKTH Royal Institute of Technology
Stockholm, Zweden
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- Wegenbouw
Modelvorming op verschillende niveaus
Survey, Survey,
PreliminaryPreliminary
InvestigationInvestigation
Planning, Planning,
FeasibilityFeasibility
studystudyLCALCA
LCCLCC‐
MCMC
TenderingTendering
Final DesignFinal Design
ConstructionConstructionOperation &maintainanceOperation &maintainance
End oflifeEnd oflifeLCALCALCCLCC‐
MCMC
Decision Support
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- Wegenbouw
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 4: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/4.jpg)
- Wegenbouw
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 5: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/5.jpg)
- Wegenbouw
- Wegconstructie
asphalt
concrete
subgrade
y
x
z
Infinite BE
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 6: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/6.jpg)
- Wegenbouw
- Wegconstructie asphalt
concrete
subgrade
y
x
z
Infinite BE5
zz [ 10 ]−ε ×-16.9
3.37 Optie 2:Optie 1:
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 7: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/7.jpg)
- Wegenbouw
- Wegconstructie asphalt
concrete
subgrade
y
x
z
Infinite BE5
zz [ 10 ]−ε ×-16.9
3.37 Optie 2:Optie 1:
-2.4
-2.2
-2
-1.8
-1.6
-1.4
-1.2
-1
-0.8
-0.6
-0.4
-0.2
0400 600 800 1000 1200 1400
distance [mm]R
uttin
g [m
m] 2000 cycles
7000 cycles10000 cycles
-2.4
-2.2
-2
-1.8
-1.6
-1.4
-1.2
-1
-0.8
-0.6
-0.4
-0.2
0400 600 800 1000 1200 1400
distance [mm]R
uttin
g [m
m] 2000 cycles
7000 cycles10000 cycles
-2.4
-2.2
-2
-1.8
-1.6
-1.4
-1.2
-1
-0.8
-0.6
-0.4
-0.2
0400 600 800 1000 1200 1400
distance [mm]R
uttin
g [m
m] 2000 cycles
7000 cycles10000 cycles
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 8: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/8.jpg)
- Wegenbouw
- Wegconstructie
- Asfaltmengsels
asphalt
concrete
subgrade
y
x
z
Infinite BE
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 9: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/9.jpg)
- Wegenbouw
- Wegconstructie
- Asfaltmengsels
- Materiaalcomponenten
asphalt
concrete
subgrade
y
x
z
Infinite BE
Modelvorming op verschillende niveaus
Survey, Preliminary Investigation
Planning, Feasibility study
Tendering
Final Design
Construction Operation & Maintenance
End of LifeLCALCC‐
MC LCALCC‐MC
D e c isio n Su ppo r t
![Page 10: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/10.jpg)
Crime Scene Investigation…
…realiteit …modelvorming
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Verbeterde materiaaleigenschappen
0
50
100
150
200
250
300
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55
Rel
ativ
e V
iscos
ity
Concentrations
Fly Ash
M10
M600
Mastiek viscositeit vs vulstof concentratie
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Verbeterde materiaaleigenschappen
0
50
100
150
200
250
300
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55
Rel
ativ
e V
iscos
ity
Concentrations
Fly Ash
M10
M600
Mastiek viscositeit vs vulstof concentratie
![Page 13: KTH Royal Institute of Technology Stockholm, …...KTH Royal Institute of Technology Stockholm, Zweden - Wegenbouw Modelvorming op verschillende niveaus Survey,Survey, PreliminaryPreliminary](https://reader035.vdocuments.site/reader035/viewer/2022062919/5ee2ca4cad6a402d666d0edf/html5/thumbnails/13.jpg)
Verbeterde materiaaleigenschappen
0
50
100
150
200
250
300
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55
Rel
ativ
e V
iscos
ity
Concentrations
Fly Ash
M10
M600
Mastiek viscositeit vs vulstof concentratie
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Z-distance (nm)
0 500 1000 1500 2000
ΔZ-
defle
ctio
n (n
m)
-600
-400
-200
0
200
400
600
Z-distance (nm)
0 500 1000 1500 2000
ΔZ-
defle
ctio
n (n
m)
-600
-400
-200
0
200
400
600
Bitumen verouderings- en healinggedrag
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C1C2
Ψ0
Bitumen verouderings- en healinggedrag
C2
C1
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C1C2
Ψ0
Bitumen verouderings- en healinggedrag
C2
C1
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C1C2
Ψ0
Bitumen verouderings- en healinggedrag
C2
C1
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C1C2
Ψ0
Bitumen verouderings- en healinggedrag
C2
C1
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C1C2
Ψ0
Bitumen verouderings- en healinggedrag
C2
C1
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AAA-1 AAD-1 AAM-1
C1C2
Ψ0
Bitumen verouderings- en healinggedrag
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C1C2
Ψ0
Bitumen verouderings- en healinggedrag
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
0.00 0.10 0.20 0.30 0.40time (s)
Ksi
scha
deon
twikk
eling
healing
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Waterinfiltratie modelering
‘inside’ pores ‘ouside’ pores
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water
no interconnected poresWaterinfiltratie modelering
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water
no interconnected poresWaterinfiltratie modelering
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water
no interconnected poresWaterinfiltratie modelering
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water
many interconnected poresWaterinfiltratie modelering
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water
many interconnected poresWaterinfiltratie modelering
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water
many interconnected poresWaterinfiltratie modelering
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