Induction heating of electrically conductive porous asphalt concrete
By Quantao Liu, Erik Schlangen, Alvaro Garcia, Martin F. C. van de Ven. 2010
264 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Pollution
View Paper: https://www.semanticscholar.org/paper/d61b9c4a89f0f5bc5b06c952d24365f2ffbb5546
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
- Alvaro Garcia
- Erik Schlangen
- Quantao Liu
- Martin F. C. van de Ven
- G. M. Kim
- Solmoi Park
- Beomjoo Yang
- H. Yoon
In Pollution
- Alvaro Garcia
- Erik Schlangen
- Quantao Liu
- Martin F. C. van de Ven
- G. M. Kim
- Beomjoo Yang
- H. Yoon
- Solmoi Park
Citations in the corpus
- Induction healing of fatigue damage in asphalt test samples (2015, unknown): “Furthermore, in previous works on asphalt induction heating it has been explained that asphalt mixture heats faster when it is closer to the coil [5].”
- Induction healing of asphalt mastic and porous asphalt concrete (2011, background): “It has been already proven that asphalt mastic and porous asphalt concrete containing steel wool can be heated quickly with induction heating [26–28].”
- Induction healing of dense asphalt concrete (2013, unknown): “This happens naturally when the temperature is high enough, for example during summer, although it can be also promoted artificially by induction heating [6–9] or by microwave heating [10].”
- Carbon nanotube (CNT) incorporated cementitious composites for functional construction materials: The state of the art (2019, background): “Heating of electrically conductive cementitious composites occurs via Joule-heating mechanism, in which heat is generated by a current flowing through a conductor [190,191].”
- Evaluation of the induction healing effect of porous asphalt concrete through four point bending fatigue test (2012, background): “When small cracks occur in the pavement, the temperature of the mastic can be increased locally by induction heating to make the bitumen soft enough to start its self healing process so that porous asphalt concrete can repair itself and ravelling can be delayed [27,28].”