Structural Response of Concrete Pavements under Moving Truck Loads
While there has been a great deal of research conducted on concrete pavement performance and deterioration under static loads, only very limited research has been carried out on its dynamic response. Furthermore, opinions differ as to which type of loading (static or dynamic) results in greater values of slab deflection or flexural stress. In the present study, a test section consisting of two jointed reinforced concrete pavement and two jointed plain (unreinforced) concrete pavement was constructed and tested under both quasistatic and dynamic truck loads. Truck load was allowed to wander at predetermined locations on the instrumented pavement at speeds from 5 to 55 km/h. Strain gauges and displacement transducers were installed along the test section to monitor the pavement responses. Time history responses of the test section were recorded and used to validate a finite-element model developed in the ANSYS platform for further sensitivity study on those parameters affecting the dynamic response of concrete pavements. Results indicate the significance of dynamic amplification in concrete pavement design.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/8674831
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Authors:
- Darestani, Mostafa Yousefi
- Thambiratnam, David P
- Nataatmadja, Andreas
- Baweja, Daksh
- Publication Date: 2007-12
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 670-676
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Serial:
- Journal of Transportation Engineering
- Volume: 133
- Issue Number: 12
- Publisher: American Society of Civil Engineers
- ISSN: 0733-947X
- Serial URL: https://ascelibrary.org/journal/jtepbs
Subject/Index Terms
- TRT Terms: Concrete pavements; Dynamic loads; Field tests; Finite element method; Load tests; Pavement design; Sensitivity analysis; Structural analysis; Trucks
- Subject Areas: Design; Highways; Materials; Motor Carriers; Pavements; I22: Design of Pavements, Railways and Guideways; I32: Concrete;
Filing Info
- Accession Number: 01082369
- Record Type: Publication
- Files: TRIS, ATRI
- Created Date: Dec 18 2007 11:28AM