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Stress and strain in "inverse" pavement structure systems

Branimir Babić
Tatjana Rukavina
Andija Prager


Puni tekst: hrvatski pdf 580 Kb

str. 207-213

preuzimanja: 1.607

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Sažetak

The paper analyses the stress and strain generated by traffic load in the so called inverse pavement structures, i.e. structures in which the cement-bound base course is placed onto the subgrade, while the unbound layer is placed in the intermediate portion of the structure. The analysis was performed by varying three most significant parameters: pavement geometry, properties of materials, and load bearing capacity of soil. Values obtained in this analysis are compared with those measured under similar conditions on traditional pavement structures.

Ključne riječi

pavement structure; "inverse" structure; analysis; stress; strain; traffic load

Hrčak ID:

10164

URI

https://hrcak.srce.hr/10164

Datum izdavanja:

17.5.2004.

Podaci na drugim jezicima: hrvatski

Posjeta: 2.311 *