Asphalt Concrete Characterization Using Digital Image Correlation: A Systematic Review of Best Practices, Applications, and Future Vision

Author:

Wang Siqi1,Zhu Zehui2ORCID,Ma Tao1,Fan Jianwei1

Affiliation:

1. Department of Road Engineering, School of Transportation, Southeast University 1 , 2 Southeast University Rd., Jiangning District, Nanjing, Jiangsu211189, China , https://orcid.org/0000-0002-8807-640X (S.W.), https://orcid.org/0000-0002-7963-9370 (T.M.)

2. Department of Civil and Environmental Engineering, University of Illinois Urbana-Champaign 2 , 205 N. Mathews Ave., Urbana, IL61801, USA (Corresponding author), e-mail: zehui.zhu@exxonmobil.com , ORCID link for author moved to before name tags https://orcid.org/0000-0003-3965-4979

Abstract

Abstract Digital image correlation (DIC) is an optical technique that measures displacement and strain by tracking pattern movement in a sequence of captured images during testing. DIC has gained recognition in asphalt pavement engineering since the early 2000s. However, users often perceive the DIC technique as an out-of-box tool and lack a thorough understanding of its operational and measurement principles. This article presents a state-of-art review of DIC as a crucial tool for laboratory testing of asphalt concrete (AC), primarily focusing on the widely utilized two-dimensional DIC and three-dimensional DIC techniques. To address frequently asked questions from users, the review thoroughly examines the optimal methods for preparing speckle patterns, configuring single-camera or dual-camera imaging systems, conducting DIC analyses, and exploring various applications. Furthermore, emerging DIC methodologies such as digital volume correlation and deep-learning–based DIC are introduced, highlighting their potential for future applications in pavement engineering. The article also provides a comprehensive and reliable flowchart for implementing DIC in AC characterization. Finally, critical directions for future research are presented.

Publisher

ASTM International

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