Grey Relational Analysis of Fatigue Performance of Semi-Rigid Pavement Structure-Reference-Cited by-同舟云学术

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

Published:2014-09 Issue: Volume:651-653 Page:1164-1167
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Sun Zhao Hui¹,Ma Jing¹,Su Xue Mei²,Yang Guo Feng¹,Hou Zhan Qiang³

Affiliation:

1. Shenyang Jianzhu University

2. Liaoning Provincial Road and Bridge Construction Company First Branch

3. Dalian Highway Engineering Group Co. Ltd

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.651-653.1164.pdf

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