Influence of vehicular positions and thermal effects on structural behaviour of concrete pavement
Y. Darestani, Mostafa, P. Thambiratnam, David, Nataatmadja, Andreas, & Baweja, Daksh (2008) Influence of vehicular positions and thermal effects on structural behaviour of concrete pavement. Journal of Mechanics of Materials and Structures, 3(3), pp. 567-589.
This is the latest version of this eprint.
Structural response of concrete pavements is influenced by the position of the axle loads and if critical load positions are not considered in concrete pavement analysis, the design may be inadequate and lead to early failure of the pavement. Whilst there has been a great deal of research conducted on concrete pavement performance and deterioration under vehicular loads and environmental forces, there is a lack of adequate information on effects of vehicular load positions on pavement responses.
Critical positions of different axle groups in uncurled and curled jointed concrete pavement with different configurations were determined in the current study. Results indicate that structural performance of concrete pavements is significantly affected by boundary conditions between concrete slab and base. Corner loading was found to be critical in bonded concrete pavement. Corner loading is also critical when a separation occurs between unbonded concrete slab and base. Furthermore, the benefits offered by unbonded boundary condition cease at a certain differential temperature. Hence, a particular care needs to be considered in project constructed in extremes of heat or cold. In presence of high differential temperature together with axle loading, joint faulting in unreinforced concrete pavements is affected by concrete slab thickness.
Impact and interest:
Citation countsare sourced monthly fromand citation databases.
These databases contain citations from different subsets of available publications and different time periods and thus the citation count from each is usually different. Some works are not in either database and no count is displayed. Scopus includes citations from articles published in 1996 onwards, and Web of Science® generally from 1980 onwards.
Citations counts from theindexing service can be viewed at the linked Google Scholar™ search.
Full-text downloadsdisplays the total number of times this work’s files (e.g., a PDF) have been downloaded from QUT ePrints as well as the number of downloads in the previous 365 days. The count includes downloads for all files if a work has more than one.
|Item Type:||Journal Article|
|Keywords:||Concrete pavement, concrete, tensile stress, thermal analysis, critical position, axle group loads, crack|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)|
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2008 Mathematical Sciences Publishers|
|Copyright Statement:||Reproduced in accordance with the copyright policy of the publisher.|
|Deposited On:||09 Apr 2008|
|Last Modified:||29 Feb 2012 23:43|
Available Versions of this Item
- Influence of vehicular positions and thermal effects on structural behaviour of concrete pavement. (deposited 15 Jan 2008)
- Influence of vehicular positions and thermal effects on structural behaviour of concrete pavement. (deposited 09 Apr 2008)[Currently Displayed]
Repository Staff Only: item control page