Sentence examples for modeling of asphalt from inspiring English sources

This study is concerned with the constitutive modeling of asphalt concrete mixtures.

This paper investigated effects of element sizes in three-dimensional discrete element modeling of asphalt concrete.

The modeling of asphalt concrete behavior under monotonic loading plays an important role in investigating the low temperature behavior of pavement material.

Inter-particle effect and imperfect interface are the two major challenges during the micromechanical modeling of asphalt mixture due to its complex heterogeneity.

The effect of the key model parameters on the dynamic modulus and the phase angle are evaluated which contributes to the fundamental understanding of the material mechanical properties and provides meaningful guidance for the design and modeling of asphalt mixtures.

The particle flow code in three dimensions (PFC3D), which is a software based on discrete element method (DEM), was used for the discrete element modeling of asphalt concrete and the numerical simulation of laboratory creep test for asphalt concrete.

Four FEM models of asphalt railway trackbeds, T1, T2, T3, and T4, were established using ABAQUS and compared with the conventional ballasted railway trackbed model T0.

Most existing cracking performance models of asphalt pavements, such as top-down cracking models, are mechanistic or mechanistic-empirical based.

A simple fatigue prediction model of asphalt mixtures based on fracture energy was proposed in this study.

A reliable UMAT subroutine of selected constitutive model of asphalt mixture is developed and applied to characterize the three-stage rutting behavior of asphalt pavement by using ABAQUS.

Furthermore, the random aggregate model of asphalt concrete coupled with the steady-state dynamic method is also employed to obtain the asphalt concrete's dynamic modulus.