Clustering of Asphalt Pavement Maintenance Sections Based on 3D Ground-Penetrating Radar and Principal Component Techniques

Author:

Liu Huimin1,Zheng Jianhao2,Yu Jiangmiao34,Xiong Chunlong35ORCID,Li Weixiong5,Deng Jie6

Affiliation:

1. Guangdong Highway Construction Co., Ltd., Guangzhou 510100, China

2. Guangdong Provincial Freeway Co., Ltd., Guangzhou 510100, China

3. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China

4. State Key Laboratory of Subtropical Building and Urban Science, Guangzhou 510641, China

5. Guangzhou Xiaoning Roadway Engineering Technology Research Institute Co., Ltd., Guangzhou 510641, China

6. Guangdong Boda Expressway Co., Ltd. Boshen Branch, Guangzhou 510641, China

Abstract

Asphalt pavement maintenance section classification is an important prerequisite for accurately determining asphalt pavement maintenance needs and formulating accurate maintenance plans. This paper introduces the three-dimensional (3D) ground-penetrating radar (GPR) pavement internal crack rate index on the basis of an original road surface performance data matrix, and the dimensionality of the road section classification data matrix was reduced through the principal component technique. An analysis of variance was used to compare the significance of the differences in the results for road section classification using different clustering methods and different clustering data and to investigate the influence of the clustering method, principal component technique and crack rate index on the maintenance road section classification results. The results showed that the principal component technique could reduce the dimensionality of the data matrix by 33% and retain more than 84% of the information. There was a genetic relationship between the clustering data and the technical characteristics of the classified sub-sections, and the internal crack rate was important for the characterisation of internal defects in asphalt pavement sub-sections and the determination of maintenance needs. The results of section classification varied considerably between clustering methods, and the choice of clustering method had a relationship to the pavement maintenance objectives. The dynamic clustering method combined with principal component analysis could significantly improve the significance of the differences in the clustering results, effectively improving the division of maintenance sections.

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Special Project of Foshan Science and Technology Innovation Team

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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