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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Halis Gülle Anatolian High School
Cumhuriyet University Civil Engineering Department
PLANTING OURFUTURE
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
CONCEPT
“HOW TO USE THE HAZELNUT SHELL FOR BITUMEN MODIFICATION”
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Hazelnut shell waste
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Hot Mix Asphalt
• Pavement engineering • Confort• Stability• Traffic >>> short time• Materials >>> Easily
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Hot Mix Asphalt in Turkey
• 2006 >>> 9191km / 59350km• 2012 >>> 13771km / 61596km
%22,36
%15,49
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Deformations on Highways
• Rutting• Fatigue cracking• Low temperature cracking• Water susceptibility
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Causes
• Increase of traffic volume (Economical development)• Increase of axle loads and tire presures• Construction faults• Inadequate maintenance• Climatic change
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Compenets of HMA
• Bitumen• Aggregate• Filler• Air voids
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
%5-7Important
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
%5-7Important
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Bitumen Modification
• Adequate performance• Classical bitumen• Modifiers• Bitumen modification
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Energy
• Limited energy resources• Fossil >>> Oil• Expensive• Alternate resources• Solar• Wind• Biomass
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
BİOMASS
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Activated Carbon
• Porous material• Absorption• Raw materials
• Fruit shells• Fruit stones• Coal• etc
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Activated Carbon
• Physical activation• Chemical activation
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Furfural
• Vegetive wastes• Acidic hydrolysis• Furfural based resins• Corosion resistance• Strength
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Activated Carbon Production
• Nut shells• Crushing• Sieving• Activating• Carbonization• Washing• Crushing
LABORATORY
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Activated Carbon Production
• Nut shells• Crushing• Sieving• Activating• Carbonization• Washing• Crushing
LABORATORY
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Activated Carbon Characterization
• FTIR spectroscopy• IR rays• Transmittance or Absorbance• Fingerprint• FTIR pellets
LABORATORY
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
AC Characterization
• FTIR results• No chemical difference
LABORATORY
1713
.78
1701
.55
1572
.56
1541
.98
1416
.07
1394
.38
1335
.44
1185
.38
1157
.90
864.
8281
5.07
786.
3775
8.59
1046
.15
5001000150020002500300035004000
85
90
95
100
Wavenumbers
% Transmittance
O-H ve C-H keskin bantları yok olmuştur
AC numunesi
C=OKeton
AldehitKarboksil
Karbonizasyon sıcaklığıSelülozik kristaller
Gözeneklerde organik maddeler
C-C=C aromatik halkalar
Alkan gruplar (1380-1460)
C-H
C-OEther
C-H deformasyonları
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
AC Characterization
• SEM photos• Pore structure of sample
LABORATORY
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Char %5
%10 %30
%40 %50
AC Characterization
• SEM results• Acid impregnation ratios• Optimum ratio
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Binder tests
• Penetration(Stiffness)• Softening point• Flash point• Ductility• TFOT (Aging)• DSR• RV
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Binder tests
• Penetration(Stiffness)• Softening point• Flash point• Ductility• TFOT (Aging)• DSR• RV
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Binder tests
• Penetration(Stiffness)• Softening point• Flash point• Ductility• TFOT (Aging)• DSR• RV
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Mixture tests
• Marshall stability and flow test• ITS test• ITSM test• Nicholson stripping test
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Mixture tests
• Marshall stability and flow test• ITS test• ITSM test• Nicholson stripping test
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Mixture tests
• Marshall stability and flow test• ITS test• ITSM test• Nicholson stripping test
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Mixture tests
• Marshall stability and flow test• ITS test• ITSM test• Nicholson stripping test
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Results
• Either AC or furan resin decreased the penetration value and increased the softening point
• Classical bitumen’s stifness was increased with two modifiers
• Both of the modifiers decreased the temperature susceptibility of classical bitumen
• Flash point test results inicated that there is no porblem for using modified bitumens at construction site
• Aging characteristics were developed with modification• Stability of modified mixtures increased but flow values
decreased• Rutting resistance of pavement developed with
modification
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Developing The Mechanical Properties of Hot Mix Asphalt By Chemical Products Obtained from
Vegetive Wastes
Thank you for listening to my presentation…
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