Original scientific paper

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

pavement structure; connected pavement structures; analysis; traffic load; stress; strain

Hrčak ID:

11323

URI

https://hrcak.srce.hr/11323

Publication date:

18.11.2002.

Article data in other languages: croatian

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