VERIFICATION AND MODELING OF THREE-STAGE PERMANENT DEFORMATION BEHAVIOR OF ASPHALT MIXES

By F. Zhou, T. Scullion, Lijun Sun. 2004

212 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Fluid Flow and Transfer Processes

View Paper: https://www.semanticscholar.org/paper/ff592cb44084964e54f0016b8caf08b509857a31

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Amir H. Gandomi
2. Amir Hossein Alavi
3. Taher Baghaee Moghaddam
4. M. Soltani
5. Mohamed Rehan Karim
6. M. Ameri
7. Mohammadreza Mirzahosseini
8. Xin-She Yang

Citations in the corpus

• Formulation of flow number of asphalt mixes using a hybrid computational method (2011, background): “The most important output of the dynamic creep test is the curve of the accumulated strain against the number of load cycles which depends on the rutting resistance [4] (see Fig.”
• Evaluation of permanent deformation characteristics of unmodified and Polyethylene Terephthalate modified asphalt mixtures using dynamic creep test (2014, background): “In past researches, Flow Number (FN) was a popular indicator to assess the permanent deformation of hot mix asphalt [22,23].”