Abstract

The International Roughness Index (IRI) is the one of the most important roughness indexes to quantify road surface roughness. In this paper, we propose a new hybrid approach between adaptive network based fuzzy inference system (ANFIS) and various meta-heuristic optimizations such as the genetic algorithm (GA), particle swarm optimization (PSO), and the firefly algorithm (FA) to develop several hybrid models namely GA based ANGIS (GANFIS), PSO based ANFIS (PSOANFIS), FA based ANFIS (FAANFIS), respectively, for the prediction of the IRI. A benchmark model named artificial neural networks (ANN) was also used to compare with those hybrid models. To do this, a total of 2811 samples in the case study of the north of Vietnam (Northwest region, Northeast region, and the Red River Delta Area) within the scope of management of the DRM-I Department were used to validate the models in terms of various criteria like coefficient of determination (R) and the root mean square error (RMSE). Experimental results affirmed the potentiality and effectiveness of the proposed prediction models whereas the PSOANFIS (RMSE = 0.145 and R = 0.888) is better than the other models named GANFIS (RMSE = 0.155 and R = 0.872), FAANFIS (RMSE = 0.170 and R = 0.849), and ANN (RMSE = 0.186 and R = 0.804). The results of this study are helpful for accurate prediction of the IRI for evaluation of quality of road surface roughness.

Highlights

  • The International Roughness Index (IRI) is a standard index to quantify road surface roughness from measured longitudinal road profiles [1]

  • For PSOANFIS, GANFIS, and FA based ANFIS (FAANFIS), an initial adaptive network based fuzzy inference system (ANFIS) structure was generated trained for prediction of IRI

  • For PSOANFIS, GANFIS, and FAANFIS, an initial ANFIS structure was based on a number of membership functions

Read more

Summary

Introduction

The International Roughness Index (IRI) is a standard index to quantify road surface roughness from measured longitudinal road profiles [1]. IRI is linearly proportional to roughness [2]; when. Sci. 2019, 9, 4715 the IRI value increases, the roughness of the pavement increases; and an IRI value of zero means that the pavement is smooth [3]. IRI is a standardized roughness measurement to represent the reaction of a single tire on a vehicle suspension to roughness in a pavement surface when a quarter car simulation traveling at 80 km/h [4]. One problem associated with IRI is that determination of this index in laboratories is time-consuming and complicated, the accurate prediction of the IRI is essential and useful

Methods
Results
Conclusion
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.