A micromechanical approach to investigate asphalt concrete rutting mechanisms

Erdem Coleri, John T. Harvey, Kai Yang, John M Boone

Research output: Contribution to journalArticle

49 Citations (Scopus)

Abstract

In this study, a new approach was used to evaluate changes in asphalt concrete microstructure under full-scale accelerated pavement test loading with a Heavy Vehicle Simulator (HVS) of composite pavement. The approach compared X-ray computed tomography (CT) images taken before and after HVS rut testing. Results were used to identify the differences in the movement of aggregate and changes in air-void content and distribution occurring during rutting accumulation of rubberized gap graded and polymer modified dense graded mixes for two overlay thicknesses (64 and 114 mm). Although high air void content for the sections constructed with rubberized gap graded mix were expected to cause more densification related rutting and earlier failure related to this densification, the actual reason behind the earlier failure was determined to be primarily greater shear flow to the sides of the wheelpath associated with the gap gradation and small aggregate size. Significant movement of aggregate was observed in the direction of travel as well as to the side under the pushed wheel. Important differences in aggregate movement and air-void changes were also observed between different overlay thicknesses indicating the depth of the rut phenomenon, important information for the design of overlays on aged asphalt concrete as well.

Original languageEnglish (US)
Pages (from-to)36-49
Number of pages14
JournalConstruction and Building Materials
Volume30
DOIs
StatePublished - May 2012

Fingerprint

Asphalt concrete
Densification
Pavements
Air
Simulators
Shear flow
Tomography
Wheels
Polymers
X rays
Microstructure
Composite materials
Testing

Keywords

  • Accelerated pavement testing
  • Asphalt concrete
  • Densification
  • Heavy vehicle simulator
  • Pavement
  • Polymer modified
  • Rubberized
  • Rutting
  • Shear flow
  • X-ray computed tomography

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

Cite this

A micromechanical approach to investigate asphalt concrete rutting mechanisms. / Coleri, Erdem; Harvey, John T.; Yang, Kai; Boone, John M.

In: Construction and Building Materials, Vol. 30, 05.2012, p. 36-49.

Research output: Contribution to journalArticle

@article{91ac25c59fd74c0fbc6646cf5318b748,
title = "A micromechanical approach to investigate asphalt concrete rutting mechanisms",
abstract = "In this study, a new approach was used to evaluate changes in asphalt concrete microstructure under full-scale accelerated pavement test loading with a Heavy Vehicle Simulator (HVS) of composite pavement. The approach compared X-ray computed tomography (CT) images taken before and after HVS rut testing. Results were used to identify the differences in the movement of aggregate and changes in air-void content and distribution occurring during rutting accumulation of rubberized gap graded and polymer modified dense graded mixes for two overlay thicknesses (64 and 114 mm). Although high air void content for the sections constructed with rubberized gap graded mix were expected to cause more densification related rutting and earlier failure related to this densification, the actual reason behind the earlier failure was determined to be primarily greater shear flow to the sides of the wheelpath associated with the gap gradation and small aggregate size. Significant movement of aggregate was observed in the direction of travel as well as to the side under the pushed wheel. Important differences in aggregate movement and air-void changes were also observed between different overlay thicknesses indicating the depth of the rut phenomenon, important information for the design of overlays on aged asphalt concrete as well.",
keywords = "Accelerated pavement testing, Asphalt concrete, Densification, Heavy vehicle simulator, Pavement, Polymer modified, Rubberized, Rutting, Shear flow, X-ray computed tomography",
author = "Erdem Coleri and Harvey, {John T.} and Kai Yang and Boone, {John M}",
year = "2012",
month = "5",
doi = "10.1016/j.conbuildmat.2011.11.041",
language = "English (US)",
volume = "30",
pages = "36--49",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Limited",

}

TY - JOUR

T1 - A micromechanical approach to investigate asphalt concrete rutting mechanisms

AU - Coleri, Erdem

AU - Harvey, John T.

AU - Yang, Kai

AU - Boone, John M

PY - 2012/5

Y1 - 2012/5

N2 - In this study, a new approach was used to evaluate changes in asphalt concrete microstructure under full-scale accelerated pavement test loading with a Heavy Vehicle Simulator (HVS) of composite pavement. The approach compared X-ray computed tomography (CT) images taken before and after HVS rut testing. Results were used to identify the differences in the movement of aggregate and changes in air-void content and distribution occurring during rutting accumulation of rubberized gap graded and polymer modified dense graded mixes for two overlay thicknesses (64 and 114 mm). Although high air void content for the sections constructed with rubberized gap graded mix were expected to cause more densification related rutting and earlier failure related to this densification, the actual reason behind the earlier failure was determined to be primarily greater shear flow to the sides of the wheelpath associated with the gap gradation and small aggregate size. Significant movement of aggregate was observed in the direction of travel as well as to the side under the pushed wheel. Important differences in aggregate movement and air-void changes were also observed between different overlay thicknesses indicating the depth of the rut phenomenon, important information for the design of overlays on aged asphalt concrete as well.

AB - In this study, a new approach was used to evaluate changes in asphalt concrete microstructure under full-scale accelerated pavement test loading with a Heavy Vehicle Simulator (HVS) of composite pavement. The approach compared X-ray computed tomography (CT) images taken before and after HVS rut testing. Results were used to identify the differences in the movement of aggregate and changes in air-void content and distribution occurring during rutting accumulation of rubberized gap graded and polymer modified dense graded mixes for two overlay thicknesses (64 and 114 mm). Although high air void content for the sections constructed with rubberized gap graded mix were expected to cause more densification related rutting and earlier failure related to this densification, the actual reason behind the earlier failure was determined to be primarily greater shear flow to the sides of the wheelpath associated with the gap gradation and small aggregate size. Significant movement of aggregate was observed in the direction of travel as well as to the side under the pushed wheel. Important differences in aggregate movement and air-void changes were also observed between different overlay thicknesses indicating the depth of the rut phenomenon, important information for the design of overlays on aged asphalt concrete as well.

KW - Accelerated pavement testing

KW - Asphalt concrete

KW - Densification

KW - Heavy vehicle simulator

KW - Pavement

KW - Polymer modified

KW - Rubberized

KW - Rutting

KW - Shear flow

KW - X-ray computed tomography

UR - http://www.scopus.com/inward/record.url?scp=84855161157&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84855161157&partnerID=8YFLogxK

U2 - 10.1016/j.conbuildmat.2011.11.041

DO - 10.1016/j.conbuildmat.2011.11.041

M3 - Article

VL - 30

SP - 36

EP - 49

JO - Construction and Building Materials

JF - Construction and Building Materials

SN - 0950-0618

ER -