自动量化沥青路面的裂缝长度和宽度

IF 8.5 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Zhe Li, Tuo Zhang, Yi Miao, Jiupeng Zhang, Mehran Eskandari Torbaghan, Yinzhang He, Jiasheng Dai
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引用次数: 0

摘要

沥青路面裂缝长度和宽度的快速、准确和全自动估算对于实现积极的资产管理至关重要,但主要由于自动图像分割的有效性以及裂缝宽度和长度估算算法的准确性受到限制,这给估算工作带来了巨大挑战。为应对这一挑战,本文介绍了专为沥青路面裂缝长度估算设计的分支生长(BG)算法,以及为裂缝宽度估算量身定制的优化 OrthoBoundary 算法。利用四种广泛采用的沥青路面裂缝分割深度学习模型,产生了四组不同的图像分割结果。随后,对两种裂缝尺寸估算算法的有效性进行了综合评估。研究结果表明,将 BG 算法、优化的 OrthoBoundary 算法和全卷积网络与 HRNet 骨干进行整合后,裂缝长度估算的预测准确率达到 80.21%,平均宽度估算的预测准确率达到 84.32%。此外,在分辨率为 3024 × 3024 的情况下,图像处理速度可保持在 5 秒左右,平均宽度估计速度比未经优化的 OrthoBoundary 算法快达 9.1 倍。这些结果标志着自动裂缝量化方法的进步,对加强民用基础设施维护实践具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Automated quantification of crack length and width in asphalt pavements

Automated quantification of crack length and width in asphalt pavements

Rapid, accurate, and fully automated estimation of both length and width of asphalt pavement cracks, essential for achieving a proactive asset management, presents a significant challenge, primarily due to limitations in the effectiveness of automatic image segmentation and the accuracy of crack width and length estimation algorithms. To address this challenge, this paper introduces the Branch Growing (BG) algorithm, specifically designed for crack length estimation in asphalt pavements, along with an optimized OrthoBoundary algorithm tailored for crack width estimation. Leveraging four widely adopted deep learning models for asphalt pavement crack segmentation, four distinct sets of image segmentation results have been produced. Subsequently, a comprehensive evaluation has been conducted to assess the effectiveness of both crack dimensions estimation algorithms. The findings demonstrate that the integration of the BG algorithm, the optimized OrthoBoundary algorithm, and the fully convolutional network with the HRNet backbone achieve a prediction accuracy of 80.21% for crack length estimation and 84.32% for average width estimation. Moreover, the image processing speed, at a resolution of 3024 × 3024, can be maintained at approximately 5 s, with average width estimation observed to be up to 9.1-fold faster than the unoptimized OrthoBoundary algorithm. These results signify advancements in automated crack quantification methodologies, with implications for enhancing civil infrastructure maintenance practices.

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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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