Chapter
Apr 26, 2012
Testing Research on Decreasing Brittleness of Pavement Concrete
Publication: International Conference on Transportation Engineering 2007
Abstract
Pavement concrete should have high compressive strength and flexural strength, and its brittleness should be lower. In this testing research, brittleness coefficient of pavement concrete decreases with the increasing of content of fly ash and FDN, which shows that adding fly ash and FDN into pavement concrete can decrease its brittleness. The microstructure shows that adding fly ash and FDN can better pore structure of concrete, reduce transition zone and thereby reduces its brittleness.
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Information & Authors
Information
Published In
International Conference on Transportation Engineering 2007
Pages: 1218 - 1223
Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Ashes
- Brittleness
- Compressive strength
- Concrete pavements
- Engineering fundamentals
- Engineering materials (by type)
- Flexural strength
- Fly ash
- Infrastructure
- Material mechanics
- Material properties
- Material tests
- Materials characterization
- Materials engineering
- Microstructure
- Pavements
- Strength of materials
- Tests (by type)
- Transportation engineering
Authors
Affiliations
Institute of Building Materials, Department of Civil Engineering, Tsinghua University, Beijing, 100084, P.R.China. E-mail: [email protected]
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, P.R.China. 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.
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.