Using Semi Circular Bending Test to Evaluate Low Temperature Fracture Resistance for Asphalt Concrete
By Xin-jun Li, M. Marasteanu. 2010
300 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/58a137c79bc31488a6479366a0b6a089656b64ca
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Mixed mode fracture resistance of asphalt concrete mixtures (2012, background): “[5] show that at very low temperatures, HMA behaves in linear elastic manner up to the maximum load and thus the framework of linear elastic fracture mechanics (LEFM) would be applicable to this type of material at very low temperatures [4,6].”
- Modeling and evaluation of the cracking resistance of asphalt mixtures using the semi-circular bending test at intermediate temperatures (2012, methodology): “Li and Marasteanu (2010) evaluated the ability of the SCB test to evaluate low temperature fracture resistance of HMA. The researchers also evaluated the factors affecting the mixtures’ ability to resist fatigue cracking. Six asphalt mixtures were tested representing a combination of factors such as”