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ANALYSIS OF CONCRETE PAVEMENT DEFORMATIONS ON THE ROAD TEST SECTION

Jiří Grošek

First published: 2018-06-20https://doi.org/10.5593/sgem2018/2.1/s07.012View metrics

Abstract

This paper describes an analysis of concrete pavement loading while taking into account deflections and deformations. Concrete pavements are generally durable and have low demands on maintenance within their whole lifecycle. The first part describes an experimental road test section with verified material characteristics of individual pavement construction layers by laboratory and non-destructive testing. Furthermore, the position of temperature sensors in road structure is described, together with loading data and data from a strain sensor placed on the bottom part of a concrete slab. Pilot testing provides valuable information about the stress condition of concrete pavement in detail, importance of monitoring the non-linear temperature gradient and curvature of concrete pavement slab during the measurement. According to performed experiment are derived conclusions important for the use in practice. After verifying the work of the sensor on the test section and in real traffic, it can be used in the system of pavement response monitoring on highways.

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Publication details

Title
ANALYSIS OF CONCRETE PAVEMENT DEFORMATIONS ON THE ROAD TEST SECTION
Authors
Jiří Grošek
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 18th International Multidisciplinary Scientific GeoConference SGEM2018, Informatics, Geoinformatics and Remote Sensing
Publisher
STEF92 Technology
Year
2018
Pages
93-100
SWS Citekey
Grosek2018793100
ISSN
1314-2704
ISBN
978-619-7408-39-3
Language
en
Publication type
Conference Paper
Keywords
References8
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  2. Carlson, R. W., Drying Shrinkage of Concrete as Affected by Many Factors, Proceedings of the American Society for Testing and Materials, ASTM, West Conshohocken, PA, Vol. 38, pp. 419-440, 1934.

  3. ARA, Inc., ERES Consultants Division: Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final Report, National Cooperative Highway Research Program. Transportation Research Board, National Research Council. Champaign, Illinois, 2004.

  4. Westergaard, H. M., Analysis of Stresses in Concrete Pavements due to Variation of Temperature, Proceedings of the Fifth Annual Meeting, Highway Research Board, Vol. 5, pp. 201-215, 1926.

  5. Westergaard, H. M., Computation of Stresses in Concrete Roads, Proceedings of the Fifth Annual Meeting, Highway Research Board, Vol. 5, Part 1, pp. 90-112, 1926.

  6. Korenska M., Pazdera L., Pospisil K., Stryk J., Vyroubal P., Detection of the reinforcement corrosion in prestressed concrete girders, 8th International Conference of the Slovenian Society for Non-Destructive Testing. Portoroz, Slovenia, pp. 317-322, 2005.

  7. Janku M., Stryk J., Application of infrared camera to bituminous concrete pavements: measuring vehicle, International Conference on Building up Efficient and Sustainable Transport Infrastructure (BESTInfra), vol. 236, Prague, Czech Republic, 2017.

  8. Grosek, J., Chupik, V., Stryk, J. and Brezina, I., Importance of dowels in transversal joint in concrete pavement. International Conference on Building up Efficient and Sustainable Transport Infrastructure (BESTInfra), 236, Prague, Czech Republic, 2017.

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Number of times cited according to Crossref: 4

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