002 bee structures infradagen 2014
TRANSCRIPT
Bitumen ldquoBee-structuresrdquo bekeken
Jeroen Besamusca
Kuwait Petroleum Research amp Technology
Hilde Soenen
Nynas NV
Hartmut Fischer
TNO Technical Science
Nicole Kringos
KTH Royal Institute of Technology
RILEM TC NBM 231
Micro-structural features in bitumen ndash surprisingly rich
Catana (bee) phase
Peri (gr around) phase
Perpetua (gr continuous) phase
reflected light microscopy images of selected bitumen
surfaces were taken using a magnification of 150x
Cooling rate ca 10 Kmin
AFM principle
Phase contrast mode
Phase imaging in AFM refers to recording the phase shift signal
in intermittent-contact AFM The phase shift can be thought of as
a ldquodelayrdquo in the oscillation of the cantilever as is moves up and
down in and out of contact with the sample The phase signal in
soft materials is sensitive to viscoelastic properties and adhesion
forces with some participation by elastic properties but also
reflects topometric differences (differences in slope) This is
because the phase is really a measure of the energy dissipation
involved in the contact between the tip and the sample
Surface Science 519 2002 L593-L598
Handling bitumen Difficulty ndash bitumen is a very good glue and displays a Tg of about ndash 15 ordmC
so the material is visco-elastic at ambient temperatureshellip
Preparation on steel disks at
100 ordmC to get smooth surface
and subsequent cooling and
annealing at rt all samples
Q8 70100
Images immediately after 24 hrs and after 3 weeks of annealing
Different grades and origin ndash similar features
North Sea
Q 8 Q 8 Venezuela
REB
Middle
East
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Micro-structural features in bitumen ndash surprisingly rich
Catana (bee) phase
Peri (gr around) phase
Perpetua (gr continuous) phase
reflected light microscopy images of selected bitumen
surfaces were taken using a magnification of 150x
Cooling rate ca 10 Kmin
AFM principle
Phase contrast mode
Phase imaging in AFM refers to recording the phase shift signal
in intermittent-contact AFM The phase shift can be thought of as
a ldquodelayrdquo in the oscillation of the cantilever as is moves up and
down in and out of contact with the sample The phase signal in
soft materials is sensitive to viscoelastic properties and adhesion
forces with some participation by elastic properties but also
reflects topometric differences (differences in slope) This is
because the phase is really a measure of the energy dissipation
involved in the contact between the tip and the sample
Surface Science 519 2002 L593-L598
Handling bitumen Difficulty ndash bitumen is a very good glue and displays a Tg of about ndash 15 ordmC
so the material is visco-elastic at ambient temperatureshellip
Preparation on steel disks at
100 ordmC to get smooth surface
and subsequent cooling and
annealing at rt all samples
Q8 70100
Images immediately after 24 hrs and after 3 weeks of annealing
Different grades and origin ndash similar features
North Sea
Q 8 Q 8 Venezuela
REB
Middle
East
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
reflected light microscopy images of selected bitumen
surfaces were taken using a magnification of 150x
Cooling rate ca 10 Kmin
AFM principle
Phase contrast mode
Phase imaging in AFM refers to recording the phase shift signal
in intermittent-contact AFM The phase shift can be thought of as
a ldquodelayrdquo in the oscillation of the cantilever as is moves up and
down in and out of contact with the sample The phase signal in
soft materials is sensitive to viscoelastic properties and adhesion
forces with some participation by elastic properties but also
reflects topometric differences (differences in slope) This is
because the phase is really a measure of the energy dissipation
involved in the contact between the tip and the sample
Surface Science 519 2002 L593-L598
Handling bitumen Difficulty ndash bitumen is a very good glue and displays a Tg of about ndash 15 ordmC
so the material is visco-elastic at ambient temperatureshellip
Preparation on steel disks at
100 ordmC to get smooth surface
and subsequent cooling and
annealing at rt all samples
Q8 70100
Images immediately after 24 hrs and after 3 weeks of annealing
Different grades and origin ndash similar features
North Sea
Q 8 Q 8 Venezuela
REB
Middle
East
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
AFM principle
Phase contrast mode
Phase imaging in AFM refers to recording the phase shift signal
in intermittent-contact AFM The phase shift can be thought of as
a ldquodelayrdquo in the oscillation of the cantilever as is moves up and
down in and out of contact with the sample The phase signal in
soft materials is sensitive to viscoelastic properties and adhesion
forces with some participation by elastic properties but also
reflects topometric differences (differences in slope) This is
because the phase is really a measure of the energy dissipation
involved in the contact between the tip and the sample
Surface Science 519 2002 L593-L598
Handling bitumen Difficulty ndash bitumen is a very good glue and displays a Tg of about ndash 15 ordmC
so the material is visco-elastic at ambient temperatureshellip
Preparation on steel disks at
100 ordmC to get smooth surface
and subsequent cooling and
annealing at rt all samples
Q8 70100
Images immediately after 24 hrs and after 3 weeks of annealing
Different grades and origin ndash similar features
North Sea
Q 8 Q 8 Venezuela
REB
Middle
East
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Handling bitumen Difficulty ndash bitumen is a very good glue and displays a Tg of about ndash 15 ordmC
so the material is visco-elastic at ambient temperatureshellip
Preparation on steel disks at
100 ordmC to get smooth surface
and subsequent cooling and
annealing at rt all samples
Q8 70100
Images immediately after 24 hrs and after 3 weeks of annealing
Different grades and origin ndash similar features
North Sea
Q 8 Q 8 Venezuela
REB
Middle
East
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Different grades and origin ndash similar features
North Sea
Q 8 Q 8 Venezuela
REB
Middle
East
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Effects of cooling rate Not only annealing also cooling rate can influence observable structural features ndash
fast quenching leads to early crystallisation of paraffinic componentshellip
Cooling rates are approx 50 Kmin
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Overview of samples of the RR-study within the TC NBM 231
Code Supplier Bitumen Pen dmm RampK degC Wax percentage
volgens EN 12606-1
Bit-A Nynas 70100 91 462 03
Bit-B Nynas 70100 86 464 17
Bit-C Q8 70100 82 458 1
Bit-D Nynas Bit-A +3 sasobit 50 78 -
H Soenen J Besamusca LD Poulikakos J-P Planche P Das N Kringos J Grenfell E Chailleux (2013) Differential Scanning Calorimetry
applied to bitumen Results of the RILEM NBM TG1 Round Robin test Challenges While Performing AFM on Bitumen N Kringos et al (Eds)
Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 311
H Fischer LD Poulikakos J-P Planche P Das J Grenfell (2013) Challenges while performing AFM on Bitumen Challenges While Performing
AFM on Bitumen N Kringos et al (Eds) Multi-Scale Model amp Charact of Infrastruct Mater RILEM 8 89ndash98
Soenen H Besamusca J Fischer HR Poulikakos LD Planche J-P Das PK Kringos N Grenfell JRA Lu X Chailleux E
Laboratory investigation of bitumen based on round robin DSC and AFM tests (2013) Materials and StructuresMateriaux et Constructions 1-16
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Typical pictures obtained from the different sampleshellip
Bitumen A
featureless
Bitumen B
Bitumen D Bitumen C
All three other
samples show
typical micro-
structural
features
ldquoBeersquosrdquo
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Round-robin test on Atomic Force Microscopy (AFM)
bull Sample size (weight) 15-30 mg Bitumen film on (heat) conductive sample holder
bull Temperature history preparation at 110 ndash 130degC to let the binder level out for 15 minutes
than conditioning at rt for 24 hrs before test
bull Test temperature 25degC (controlled)
bull Scan rate 1Hz
bull Cantilever Spring constant ~ 40Nm resonant frequency ~ 300 kHz
bull Image type topography and phase size 50μm times 50 μm and 15μm times 15 μm
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Bitumen C Q 8 70100
rt 40 ordmC 45 ordmC 50 ordmC
60 ordmC 55 ordmC 65 ordmC
Structural changes upon heating (Bitumen C)
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
DSC enables detection of glass transition temperature and meltingcrystallisation features
Bitumen A just Tg Bitumen C Tg and several melting events
Measurement of melting enthalphy possible
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Very good reproducibility of experiments within the RR test
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Linking structural changes to thermal effects by Temperature dependent experiments
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
catana catana
Quantification of changes by analyzing area distribution of the different phases in phase contrast pictures
Q8 70 - 100
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
022
024
026
028
030
032
034
036
0
01
02
03
04
05
06
07
08
0 10 20 30 40 50 60 70 80
he
at
flo
w (
Wg
)
are
a p
art
Temperature (oC)
Catana-phase
Peri-phase
Perpetua-phase
DSC
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
bull Het onderzoek in verschillende laboratoria lijdt tot vergelijkbare resultaten De
combinatie AFM en DSC metingen toont een relatie tussen de aanwezigheid
van ldquobee-structurenrdquo en de aanwezigheid van kristallijn materiaal (Bit A vs Bit
B-D)
bull Bij opwarmen verdwijnen de bee-structuren geleidelijk terwijl ook de kristallijne
structuren een breed smeltgedrag vertonen
bull Uit DSC metingen blijkt dat de termische voorgeschiedenis van het sample een
belangrijke invloed heeft op de vorm van de smeltcurve (bitumina die kristallijn
materiaal bevatten
bull De mid temperatuur van de glasovergang en de piek temperatuur van het
smeltsignaal kunnen met een goede reproduceerbaarheid gemeten worden
bull De reproduceerbaarheid voor enthalpie is voorlopig niet goed metingen na
andere en langere annealingsperioden zouden dit mogelijks verbeteren
Conclusies Round-robin test
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Quantification of micro-structure mechanics by PFT QNM - also temperature dependent
Catanaperi phase is harder perpetua
phase more viscous and sticky Hysteresis
in mechanics with respect to temperaturehellip
Fischer HR Stadler H Erina N (2013)
J Microscopy 250
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Quantification of wetting behaviour onto different aggregate surface chemistries
Surprising result Catanaperi-
phase wets all used surfaces
(limestone clay quartz) better [1]
Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Quantification of wetting behaviour onto different aggregate surface chemistries
Preferred wetting of Catanaperi-phase [2]
This is most likely related to
asphaltene precipitation
Early results of asphaltene
precipitation on stones
Existence of asphalthenes in
Catanaperi phase Fischer HR Dillingh EC Hermse CGM
(2013) Appl Surface Sci 265 495-499
θ
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
And now the real challenge ndash AFM on asphalt
Aggregate particle
Bituminous binder
Also here phase separation
and microstructures as well
as crystalline paraffin
domains present
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support
Acknowledgements
and for the supply of bitumen
Patrick Markus Hartmut Stadler and Natalia Erina for support
and PFT QNM and
RILEM technical committee (TC) on nano bituminous materials NBM 231
Lily D Poulikakos (EMPA) Jean-Pascal Planche (WRI) Prabir Das
(KTH) James Grenfell (University of Nottingham) Emmanuel Chailleux
(IFSTTAR) Xiaohu Lu (Nynas)
for financial support