SWS Academic Research eLibraryEarth & Planetary Sciences

Scholarly record

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.

Publication Impact Profile

PlumX
  • Citations
  • CrossRef - Citation Indexes: 2
  • Scopus - Citation Indexes: 11
  • Captures
  • Mendeley - Readers: 6

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
References0
0references registered for this publication

Structured references will appear here after the reference import pass. The count is preserved now so the scholarly record is not incomplete.

Citing literature

Number of times cited according to Crossref: 4

View or Download full articleAccess options
Full paper accessChoose SWS login, librarian support, or instant article download.

SWS access login

Login as SWS Scientific Committee

Authors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.

For librarian assistance: [email protected]

Purchase Instant Access

48-hour online accessComing soon
Online-only accessComing soon
Download the full article in PDF formatEUR 35
  • Article can be downloaded after successful payment.
  • Article may be used according to SWS library access terms.
  • Article cannot be redistributed.
Get full paper

Back to publication list