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Predicting structural deterioration of pavements at a network level: interim models - Printable Version

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Predicting structural deterioration of pavements at a network level: interim models - mahyarov - 10-27-2012

Pavement thickness design charts derived from a rut depth finite element model

Author: Choummanivong, L ARRB Group Limited Martin, T ARRB Group Limited | Size: 341 KB | Format: PDF | Quality: Unspecified | Publisher: Austroad | Year: 2010 | pages: 46 | ISBN: 9781921709258

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Pavement performance data, in terms of measured FWD deflection, was collected from the LTPP/LTPPM sites and used for the modelling of structural deterioration of flexible asphalt and sealed unbound granular pavements at a network level. The strength deterioration analysis was undertaken in terms of the modified structural number (SNC) as it was considered to represent the overall strength of the pavement/subgrade system. Structural deterioration models were developed for asphalt and sealed unbound granular pavements with independent variables, pavement age (AGE), design life (DL) and Thornthwaite Moisture Index (TMI).

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RE: Predicting structural deterioration of pavements at a network level - arshiakh - 04-07-2013

Predicting structural deterioration of pavements at a network level: interim models

Author: Lith Choummanivong, Dr Tim Martin,Ian Hickson | Size: 316 KB | Format: PDF | Quality: Unspecified | Publisher: Austroads Ltd. | Year: 2010 | pages: 46 | ISBN: -

[Image: 56747718559173797058.jpg]


[Image: info.png]

Pavement performance data, in terms of measured FWD deflection, was collected from the LTPP/LTPPM sites and used for the modelling of structural deterioration of flexible asphalt and sealed unbound granular pavements at a network level. The strength deterioration analysis was undertaken in terms of the modified structural number (SNC) as it was considered to represent the overall strength of the pavement/subgrade system. Structural deterioration models were developed for asphalt and sealed unbound granular pavements with independent variables, pavement age (AGE), design life (DL) and Thornthwaite Moisture Index (TMI).

[Image: download.png]
Code:
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