Projeto de reforço de pavimentos rodoviários e aeroportuários pelo método da resiliência: uma nova versão do programa TECNAPAV

An overlay design procedure for flexible and semi-rigid pavements is presented. It is based on models developed from the Theory of Elasticity, either existing solutions for linear elasticity or from non-linear elasticity. The computer program TECNAPAV used for pavement management system was extended in order to take into account loads heavier than the standard 80kN-axle load of highway vehicles, and to consider any number of layers in the pavement structure.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1987

Author dc:creator

• Rodrigues, Régis Martins

Advisor dc:contributor.advisor

• Medina, Jacques de

• Engenharia Civil

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3732

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3732