Sentence examples for behavior of the pavement from inspiring English sources
A Global Sensitivity Analysis (GSA) followed by a Monte Carlo filtering highlighted the influence of the wear layer on the hydraulic behavior of the pavement and identified the ranges of parameters generating behavioral solutions.
The developed 3D numerical model using LSDYNA seems to be able to model the real behavior of the pavement subjected to blast load.
The material behavior of the pavement can be elastic or viscoelastic, while that of the foundation layers elastic, viscoelastic, water-saturated poroelastic or even inelastic.
Experimental results show higher tensile resistance of geosynthetics (geotextile, geogrid) inclusion in the pavement base and such high tensile responses will significantly influence the behavior of the pavement surfaces.
In this study, the thermal behaviors of the pavements with various paving materials and their impacts on the thermal conditions of the surrounding environment were investigated with specially designed laboratory simulation tests.
Two different scenarios of describing the hydraulic behavior of the permeable pavement system were analyzed: the first one uses a single-porosity model for all layers of the permeable pavement; the second one uses a dual-porosity model for the base and sub-base layers.
The influence of the engineering properties of the soil domains to the proposed construction and eventual behavior of the highway pavement.
The influence of the engineering properties of the soil domains to the proposed construction and eventual behavior of the highway pavement. .
At the same time, a 3D finite element numerical modeling is employed to evaluate the dynamic behavior of the normal concrete pavement and the new multi-layer pavement system subject to blast load.
This paper investigates the suitability of a mechanistic model, HYDRUS-1D, to correctly describe the hydraulic behavior of permeable pavement installed at the University of Calabria.
A series of field blast test was conducted to evaluate the behavior of the new multi-layer pavement in the field condition.
