A comparison between austroads pavement structural design and AASHTO design in flexible pavement

This study deals with the Austroads (2008) Guide to Pavement Technology Part 2: Pavement Structural Design on which most road pavement designs in Australia are based. Flexible pavement designs and performance predictions for pavements containing one of more bound layers derived from the mechanistic...

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Main Authors: Ghadimi, Behzad, Nikraz, Hamid, Leek, Colin, Nega, Ainalem
Format: Journal Article
Published: Trans Tech Publications Inc 2013
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/16587
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author Ghadimi, Behzad
Nikraz, Hamid
Leek, Colin
Nega, Ainalem
author_facet Ghadimi, Behzad
Nikraz, Hamid
Leek, Colin
Nega, Ainalem
author_sort Ghadimi, Behzad
building Curtin Institutional Repository
collection Online Access
description This study deals with the Austroads (2008) Guide to Pavement Technology Part 2: Pavement Structural Design on which most road pavement designs in Australia are based. Flexible pavement designs and performance predictions for pavements containing one of more bound layers derived from the mechanistic Austroads pavement design methodology and the AASHTO-2004 approach are compared for Australian conditions, with consideration of subgrade and other material properties and local design preferences. The comparison has been made through two well-known programs namely CIRCLY (5.0) and KENLAYER. The study shows that each guide has its own advantages and disadvantages in predicting stress and strain in pavement layers under different conditions. The study recommends that modifications are necessary resulting in more realistic and longer lasting pavements in Australia.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T07:17:28Z
publishDate 2013
publisher Trans Tech Publications Inc
recordtype eprints
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spelling curtin-20.500.11937-165872017-09-13T15:45:16Z A comparison between austroads pavement structural design and AASHTO design in flexible pavement Ghadimi, Behzad Nikraz, Hamid Leek, Colin Nega, Ainalem AASHTO KENLAYER Flexible pavement CIRCLY Austroads This study deals with the Austroads (2008) Guide to Pavement Technology Part 2: Pavement Structural Design on which most road pavement designs in Australia are based. Flexible pavement designs and performance predictions for pavements containing one of more bound layers derived from the mechanistic Austroads pavement design methodology and the AASHTO-2004 approach are compared for Australian conditions, with consideration of subgrade and other material properties and local design preferences. The comparison has been made through two well-known programs namely CIRCLY (5.0) and KENLAYER. The study shows that each guide has its own advantages and disadvantages in predicting stress and strain in pavement layers under different conditions. The study recommends that modifications are necessary resulting in more realistic and longer lasting pavements in Australia. 2013 Journal Article http://hdl.handle.net/20.500.11937/16587 10.4028/www.scientific.net/AMR.723.3 Trans Tech Publications Inc fulltext
spellingShingle AASHTO
KENLAYER
Flexible pavement
CIRCLY
Austroads
Ghadimi, Behzad
Nikraz, Hamid
Leek, Colin
Nega, Ainalem
A comparison between austroads pavement structural design and AASHTO design in flexible pavement
title A comparison between austroads pavement structural design and AASHTO design in flexible pavement
title_full A comparison between austroads pavement structural design and AASHTO design in flexible pavement
title_fullStr A comparison between austroads pavement structural design and AASHTO design in flexible pavement
title_full_unstemmed A comparison between austroads pavement structural design and AASHTO design in flexible pavement
title_short A comparison between austroads pavement structural design and AASHTO design in flexible pavement
title_sort comparison between austroads pavement structural design and aashto design in flexible pavement
topic AASHTO
KENLAYER
Flexible pavement
CIRCLY
Austroads
url http://hdl.handle.net/20.500.11937/16587