Grey Relational Analysis of Fatigue Performance of Semi-Rigid Pavement Structure

Zhao Hui Sun; Jing Ma; Xue Mei Su; Guo Feng Yang; Zhan Qiang Hou

doi:10.4028/www.scientific.net/AMM.651-653.1164

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 651-653Grey Relational Analysis of Fatigue Performance of...

Grey Relational Analysis of Fatigue Performance of Semi-Rigid Pavement Structure

Abstract:

A number of different semi-rigid pavement structure models are established to perform calculation and the results are led into the calculation software nSoft to analyze and acquire the fatigue property of different semi-rigid pavement structure models. The grey relational analysis of different semi-rigid pavement structure models fatigue properties are done based on the grey system theory to gain the key influence parameter on semi-rigid pavement structure fatigue performance. The research conclusion has certain instruction function to design pavement structure with excellent anti-fatigue performance.

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Periodical:

Applied Mechanics and Materials (Volumes 651-653)

Pages:

1164-1167

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.651-653.1164

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Online since:

September 2014

Authors:

Zhao Hui Sun, Jing Ma, Xue Mei Su, Guo Feng Yang, Zhan Qiang Hou

Keywords:

Fatigue Performance, Gray Relational Analysis, Gray System, Semi-Rigid Pavement Structure Model, Structural Design Parameters

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