The fracture process zone in asphalt mixture at low temperature

By Xin-jun Li, M. Marasteanu. 2010

174 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/5af6e23e2b6b60e6f76e728494fb6b89a754958b

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. M. Aliha
2. M. Ayatollahi
3. Ahmad Mansourian
4. M. Ameri
5. S. Pirmohammad
6. A. Bahmani
7. Feng Dai
8. Mingdong Wei

In Mechanical Engineering

1. M. Ayatollahi
2. M. Aliha
3. M. Ameri
4. Ahmad Mansourian
5. S. Pirmohammad

In Mechanics of Materials

1. M. Aliha
2. M. Ayatollahi
3. Ahmad Mansourian
4. M. Ameri
5. S. Pirmohammad
6. A. Bahmani
7. Feng Dai
8. Mingdong Wei

Citations in the corpus

• Mode I fracture toughness determination with straight notched disk bending method (2011, background): “Monitoring acoustic emission (AE) events and matching the results with numerical estimations, [37] investigated the FPZ size for SCB tests on asphalt mixtures.”
• Mixed mode fracture resistance of asphalt concrete mixtures (2012, methodology): “[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].”