workshop on super-single tires • mixture design to enhance ...4).pdf · max stress: 191.4 psi 7...
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VEHILCE-PAVEMENT INTERACTION
• Workshop on Super-Single Tires
• Mixture Design to Enhance Safety and Reduce Noise of HMA
• Pavement Response Model to Dynamic LoadsLoads
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WORKSHOP
• Review of progress on the use and impact of super single tires on pavementssuper single tires on pavements
• Plan future activities in this areaPlan future activities in this area
• October 24-25 2007• October 24-25, 2007
• Turner Fairbank Highway Research Center• Turner Fairbank Highway Research Center
12 15 U S and International participants• 12-15 U.S. and International participants
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PAVEMENT MODEL
• Develop a fundamental model to predict the response of flexible pavements to the response of flexible pavements to traffic loads moving at a certain speed.
• To be used as an advanced analysis ymodel for– IntersectionsIntersections– Heavy loads
Off road equipments– Off-road equipments
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PAVEMENT MODEL
I. Dynamic Load Truck suspensionpRoad roughnessBraking/AccelerationSpeedp
II. Tire-Pavement InterfaceInflation pressureInflation pressureTire typeTire loadSpeedSpeed
III. Pavement ResponsepInertiaMaterial characteristics
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PAVEMENT MODEL
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Tire-Pavement Interface
P
28200
Max Stress: 191.4 psi
7
10
13
16
19
22
25
20
40
60
80
100
120
140
160
180
180-
160-
140-
120-Sensor No.)
0 2 4 6 8 10 12 14 16
1
40
20
Longit di
100-
80-1
60-8
40-6
Transverse (Se
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III. Pavement Response
Material Characterization• HMA Layer: viscoelastic properties
– Dynamic modulus master curve– Inertia – Internal damping (phase angle)
Unbound material: linear elastic properties– ModulusModulus– Inertia– Internal dampingp g
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III. Pavement Response
Material Characterization
• HMA Layer: Variation of Dynamic Complex y y pmodulus with loading frequency
E* = E’ + i E”
where E’ = Storage ModulusE” = Loss Modulus
For every loading frequency select E’ and E”
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COMPARISON OF MODELS
Condition Current Practice
Proposed Practice
Future PracticePractice Practice Practice
HMA L-E L-V-E N-L-V-E
Base/SG L-E L-E N-L-E
Loads Static Moving Staticg
Pressure Uniform Any Dist. Any Dist.?A li ti Si l M d t C li t dApplication Simple Moderate Complicated
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PAVEMENT MODEL
• Is it a Comprehensive Model: No
• Public Domain
• Time EfficientTime Efficient
Short Term Delivery: 2 3 years• Short Term Delivery: 2-3 years
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PAVEMENT MODEL
• Applicable to a Wide Range of Cases
• Improvements:- dynamic loads- dynamic behavior of pavementdynamic behavior of pavement- non-uniform stress distributions
two dimensional stress distributions- two-dimensional stress distributions- incorporates pavement roughness
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