Sentence examples for stabilized layer from inspiring English sources
Data developed in this study are expected to be useful to pavement designers and site engineers in the field implementation of the stabilization scheme such as when to open the stabilized layer to construction traffic or when to proceed with further construction works.
At low temperatures, there is a time lag before a stabilized layer can be observed near the surface, but thereafter the stabilization front advances relatively rapidly.
The strength approaches were applied to estimate the optimum mixture design and to determine the thickness of the stabilized layer.
The unconfined compression strength and CBR tests were performed and used to determine the thickness of the stabilized layer in pavement design.
After vacuum heat treatment below the allotropic transformation temperature (ATT) of titanium, i.e. 750 °C, Ni3(Al, Ti /TiNi/Ti2Ni/Ti3Al and α-Ti/β-Ti stabilized layer formed in turn from the coating to substrate at the interface.
Results show that by assuming a constant percentage of RAP, by increasing one percent of the Portland cement, the UCS value for the stabilized layer including SP-SC and GW-GC increased by an average of 376 and 410 kPa, respectively.
In order to avoid these problems, we designed a sterically stabilized layered colloidal system.
In this study, a multilayer elastic analysis using KENLAYER computer program was carried out to determine the tensile strain at the bottom of bituminous, lime stabilized layers and compressive strain on lime stabilized subgrades.
Overall, the study concludes that an in-situ strain coil system installed in unbound granular and stabilized layers in LVR gives realistic and reliable measurements that could be used for the characterization of unbound and stabilized granular materials.
Overall, construction of cement-stabilized aggregate base with a small percentage of added crumb rubber may ensure a more sustainable and environmental-friendly pavement material and, at the same time, improve the properties of stabilized layers.
The primary objective of the study presented in this paper is to develop design curves for performance prediction of stabilized layers and to compare semi-rigid flexible pavement designs between the empirical AASHTO 1993 and the mechanistic-empirical pavement design methodologies.
