<abstract xmlns="http://www.w3.org/1999/xhtml"><p>Pavement structures, layers, and parameters must meet the strict requirements of applicable standards and regulations. The thickness of layers and the choice of materials depend on the factors involved, i.e., the traffic load and climatic factors (changes in temperature, water, rain, snow); they are also dependent on the geological environment at the road construction site and the parameters and properties of the embankment (the subgrade of the pavement). In some cases, the capacity of the existing transport infrastructure is on the edge of sustainability. The increase in the traffic load and the use of lower-class roads by freight transport, together with insufficient maintenance, has resulted in a deterioration of road conditions, thereby causing many deficiencies and failures.</p><p>The required serviceability and operational performance of roads can be ensured by the choice of suitable quality materials and technological construction processes. Technologies that are environmentally acceptable and economically efficient should be preferred.</p></abstract>

Pavement structures, layers, and parameters must meet the strict requirements of applicable standards and regulations. The thickness of layers and the choice of materials depend on the factors involved, i.e., the traffic load and climatic factors (changes in temperature, water, rain, snow); they are also dependent on the geological environment at the road construction site and the parameters and properties of the embankment (the subgrade of the pavement). In some cases, the capacity of the existing transport infrastructure is on the edge of sustainability. The increase in the traffic load and the use of lower-class roads by freight transport, together with insufficient maintenance, has resulted in a deterioration of road conditions, thereby causing many deficiencies and failures.The required serviceability and operational performance of roads can be ensured by the choice of suitable quality materials and technological construction processes. Technologies that are environmentally acceptable and economically efficient should be preferred.

Requirements for Pavement Base Layers with Unbound Granular Material

Dept. of Transportation Engineering, Faculty of Civil Engineering

Slovak University of Technology in Bratislava

Dept. of Material Engineering, Faculty of Civil Engineering

Slovak Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Requirements for Pavement Base Layers with Unbound Granular Material"}

Pavement structures, layers, and parameters must meet the strict requirements of applicable standards and regulations. The thickness of layers and the choice...

Requirements for Pavement Base Layers with Unbound Granular Material

Data publikacji: 04 paź 2019

Zakres stron: 21 - 28

DOI: https://doi.org/10.2478/sjce-2019-0018

Słowa kluczowe
Pavementstructure, Unbound granular mixture, Laboratory tests, Modified Proctor Test, Immediate bearing index (IBI)

© 2019 Silvia Cápayová et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Requirements for Pavement Base Layers with Unbound Granular Material

Data publikacji: 04 paź 2019

Zakres stron: 21 - 28

DOI: https://doi.org/10.2478/sjce-2019-0018

Słowa kluczowePavementstructure, Unbound granular mixture, Laboratory tests, Modified Proctor Test, Immediate bearing index (IBI)

© 2019 Silvia Cápayová et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
Pavementstructure, Unbound granular mixture, Laboratory tests, Modified Proctor Test, Immediate bearing index (IBI)