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Effect of spatial variations in subgrade stiffness on pavement performance

  • University of Akron

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Subgrade stiffness plays an important role in defining the overall behavior of flexible pavements. This has been commonly addressed in flexible pavement design through the use of average stiffness values to characterize the behavior of in-situ soil properties without much attention to the variability in this key input parameter. This paper utilizes probabilistic modeling techniques to describe the spatial variability in subgrade stiffness, and mechanistic modeling techniques to investigate its effect on pavement performance. The former is defined using a normal distribution, while the latter is accomplished using three-dimensional finite element models that simulate the behavior of the layered pavement structure.

Original languageEnglish
Title of host publicationGeo-Frontiers 2011
Subtitle of host publicationAdvances in Geotechnical Engineering - Proceedings of the Geo-Frontiers 2011 Conference
Pages4802-4811
Number of pages10
Edition211 GSP
DOIs
StatePublished - 2011
EventGeo-Frontiers 2011: Advances in Geotechnical Engineering - Dallas, TX, United States
Duration: Mar 13 2011Mar 16 2011

Publication series

NameGeotechnical Special Publication
Number211 GSP
ISSN (Print)0895-0563

Conference

ConferenceGeo-Frontiers 2011: Advances in Geotechnical Engineering
Country/TerritoryUnited States
CityDallas, TX
Period03/13/1103/16/11

Keywords

  • Finite element method
  • Pavements
  • Stiffness
  • Subgrades

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