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UDK: 625.85.002.2
DOI: n/a

Published: Građevinar 54 (2002) 10
Paper type: Original scientific paper
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Analysis of completely connected pavement structures

Tatjana Rukavina, Branimir Babić

Abstract

The stress and strain values generated by traffic operated on completely connected pavements structures are analyzed. The analysis is made with three variable parameters (geometry of structure, properties of materials, and load bearing capacity of soil). Stress and strain values are compared with those occurring in usual pavement structures. The computer program BISAR is used in the analyses. Completely connected pavement structures have proven to be more resistant to strain that usual pavement structures.

Keywords
analysis, traffic load, stress, strain, pavement structure, connected pavement structures

HOW TO CITE THIS ARTICLE:

Rukavina, T., Babić, B.: Analysis of completely connected pavement structures , GRAĐEVINAR, 54 (2002) 10

OR:

Rukavina, T., Babić, B. (2002). Analysis of completely connected pavement structures , GRAĐEVINAR, 54 (10)
Authors:

Tatjana Rukavina
University of Zagreb,
Faculty of Civil Engineering,
Department of Transportation Engineering

Branimir Babić
University of Zagreb,
Faculty of Civil Engineering