D 2015

Advanced Progressive Road Network Diagnostics Method Used to Monitor Changes in the Quality of the Pavement Surface

SLABEJ, Martin, Luboš PODOLKA, Michal GRINČ, Josef MUSÍLEK, Jiří ČEJKA et. al.

Basic information

Original name

Advanced Progressive Road Network Diagnostics Method Used to Monitor Changes in the Quality of the Pavement Surface

Name in Czech

Nová progresívní diagnostická metoda cestní sítě používá ke sledování změn v kvalitě povrchu vozovky

Authors

SLABEJ, Martin (703 Slovakia), Luboš PODOLKA (203 Czech Republic, belonging to the institution), Michal GRINČ (703 Slovakia), Josef MUSÍLEK (203 Czech Republic, belonging to the institution), Jiří ČEJKA (203 Czech Republic, belonging to the institution) and Terezie VONDRÁČKOVÁ (203 Czech Republic, belonging to the institution)

Edition

1. vyd. Amsterdam, Procedia Earth and Planetary Science, vol. 15 : The World Multidisciplinary Earth Sciences Symposium, WMESS 2015, p. 19-24, 6 pp. 2015

Publisher

Elsevier

Other information

Language

English

Type of outcome

Stať ve sborníku

Field of Study

20101 Civil engineering

Country of publisher

Netherlands

Confidentiality degree

není předmětem státního či obchodního tajemství

Publication form

electronic version available online

RIV identification code

RIV/75081431:_____/15:00000610

Organization unit

Institute of Technology and Business in České Budějovice

ISSN

UT WoS

000370751200003

Keywords (in Czech)

povrch cest; nerovnost; silniční diagnostika; povrch vozovky

Keywords in English

road surface; univeness; road diagnostic; pavement surface

Tags

Tags

Reviewed
Změněno: 18/4/2016 20:11, Mgr. Václav Karas

Abstract

V originále

The surface properties of pavements are a basic factor of their serviceability and one of the most important factors of their safety. For the prediction reasons of incoming reconstructions, repairs or any services, it is very important to know the development of particular parameters of surface properties in dependence on the traffic load and time aspect. An important factor of the road quality, firstly by asphalt pavements, is a transverse evenness expressed by ruts depth and skid resistance characterized by friction coefficient. In order to determine the development, these factors were analyzed the measurements of test sections on the highway and selected roads of first and second class every year. Constantly exchanging values of data, deficiencies in data collection, but also in the process of evaluation suggest to the need for further research. Within the Research Center of the University of Žilina, people are dealing with scanning of the pavement surface in order to monitor the individual parameters of pavement serviceability. This paper deals with the creation, analysis and evaluation of a 3D road surface model in terms of two properties of pavement serviceability – the rut depth and its texture. Measurements are realized on an experimental field with accelerated straining on the pavement-loading wheel. The long-term accent should be mentioned predictions functions of selected pavement serviceability parameters.