Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage and aggregate characteristics
By Eyad Masad, Laith Tashman, Dallas N. Little, Hussein M. Zbib. 2005
166 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/1f0f83933ac4563b9de64138aa16d735d9c0224a
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
- Eyad Masad
- Dallas N. Little
- A. Bhasin
- N. Yusoff
- Halil Ceylan
- Hend Ali Omar
- M. Mubaraki
- R. A. Abu Al-Rub
In Mechanics of Materials
- Sun-Myung Kim
- Dallas N. Little
- Eyad Masad
- R. A. Abu Al-Rub
- Halil Ceylan
- Hend Ali Omar
- N. Yusoff
- M. Mubaraki
Citations in the corpus
- Effects of moisture damage on asphalt mixtures (2020, methodology): “In work done by Masad et al. (2010), the evaluation was done by using the image analysis software Image J.”
- Meso-scale computational modeling of the plastic-damage response of cementitious composites (2011, background): “It is known that the influence of aggregate shape on concrete response is more evident under compressive loading stresses [29].”
- A thermo-viscoelastic-viscoplastic-viscodamage constitutive model for asphaltic materials (2011, methodology): “In order to calculate the viscoplastic (unrecoverable) deformations in HMA, Perzyna-type viscoplasticity constitutive equations as outlined in Masad et al. (2005), Tashman et al. (2005) and Huang et al. (in press) are modified here and expressed in terms of the effective stress tensor rij, Eq.”
- Adhesion in Bitumen-Aggregate Systems and Quantification of the Effects of Water on the Adhesive Bond (2005, unknown): “Masad et al. (2004) obtained the texture of limestone, gravel and granite utilizing this imaging technique.”
- Moisture susceptibility of asphalt mixtures, Part 1: mechanisms (2008, methodology): “( 2005 ) was used to measure the contribution of the fine and coarse fraction of aggregates to the adhesive bond strength.”