Sentence examples for pavement depth from inspiring English sources

The depth shift function is determined as a function of pavement depth.

Binder aging variations with pavement depth can be attributed to the temperature and oxygen content variations in the pavement structure.

Repeated deflection behavior resulting from temperature and moisture variations across concrete pavement depth causes curling and warping of Portland cement concrete (PCC) pavement systems.

Test data also revealed that mixture type and pavement depth have statistically significant effects on binder aging, but the effect of cross-sectional location (wheel path vs. non-wheel path) is insignificant.

Using binder test data obtained at various times from a heavily trafficked 36-year-old HMA road pavement, the study examined the evolution of binder aging as well as variations in aging severity with pavement depth and cross-sectional location.

The model was proposed to utilize a power equation with six factors, namely shear strength of asphalt mixture, shear stress of pavement structure, number of load repetitions, pavement temperature, vehicle speed and pavement depth.

In this study, field cores obtained from four field projects at various in-service times were tested in the non-destructive Viscoelastic Characterization Direct Tension test to determine their mixture stiffness gradient with pavement depth.

With the aid of the two aging shift functions, it becomes possible to construct a single dynamic modulus master curve after taking into account the effects of temperature, long-term aging, and non-uniform aging with pavement depth below the surface.

The dynamic modulus master curves of the asphalt mixtures at different aging times and pavement depths are constructed using the modified Christensen-Anderson-Marasteanu (CAM) model.

The vertical compressive stress pulse distributions at various asphalt pavement depths can be represented as square loading, haversine loading and bell-shaped loading.

In addition, asphalt binders were extracted and recovered from the field cores at different pavement depths and then tested with the Dynamic Shear Rheometer and Fourier Transform Infrared Spectroscopy to differentiate their rheological and chemical properties.