Chapter
Apr 26, 2012
Structural Modulus of Semi-Rigid Base Course for Asphalt Pavement
Publication: International Conference on Transportation Engineering 2007
Abstract
Elastic layer system theory is the basis of asphalt pavement structure analysis and material parameter is the important input. The material parameter is obtained by testing samples under the simple stress condition in the present Chinese asphalt pavement specification. In this paper, the conception of structural modulus for material is put forward to differentiate from sample modulus. Moreover the relationship between the structural modulus of three types of semi-rigid base material and their sample modulus are established. This will be the foundation of structure design methodology of asphalt pavement based on the structural modulus.
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Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Asphalt pavements
- Base course
- Construction materials
- Design (by type)
- Elastic analysis
- Engineering fundamentals
- Engineering materials (by type)
- Foundation design
- Foundations
- Geotechnical engineering
- Highway and road design
- Infrastructure
- Materials engineering
- Mathematics
- Parameters (statistics)
- Pavement design
- Pavements
- Sight distances
- Statistics
- Structural analysis
- Structural engineering
- Transportation engineering
Authors
Affiliations
School of Civil Engineering and Architecture, Hubei University of Technology, P.O. 430068, Wuhan, China. E-mail: [email protected]
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai, China; P.O. 200092. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.