Autonomous driving paper index

Correction: Eco-friendly pavement raveling detection based on in-situ data and transfer learning

2026-08-17 · Frontiers in Materials

autonomous drivingplanning

One-line summary

Specifically, effective PMS frameworks must collect data reliably and consistently, and manual surveys were utilized for data collection, resulting in these approaches being time-consuming and inefficient [20] .

Engineering notes

Investments in infrastructure significantly promote economic growth by enhancing productivity, with notable effects observed in both urban and rural areas. Pavement functionality and durability significantly influence driving efficiency, comfort, and economic factors such as maintenance and vehicle operating costs, ultimately affecting daily life and regional economies [5,6] .

Chinese explanation / 中文解读

中文解读待补充:本站会优先为端到端自动驾驶、BEV感知、3D目标检测、轨迹预测、路径规划、LiDAR感知等高价值论文补充中文说明。

Original abstract

The road infrastructure forms the backbone of modern civilization, playing a vital role in economic development, social connectivity, and quality of life [1] . Investments in infrastructure significantly promote economic growth by enhancing productivity, with notable effects observed in both urban and rural areas. Interestingly, the economic impact of rural infrastructure investments is slightly higher and lasts for approximately six years in China [2] . Among these infrastructures, the road surface, as the critical layer in direct contact with vehicles, endures continuous traffic loads while ensuring safe and efficient transportation [3,4] . Pavement functionality and durability significantly influence driving efficiency, comfort, and economic factors such as maintenance and vehicle operating costs, ultimately affecting daily life and regional economies [5,6] . As societies expand their transportation networks, the demand for sustainable, resilient, and high-performance pavement systems has become increasingly prominent [7] . However, the occurrence of pavement diseases can severely compromise road functionality and safety, making their timely treatment critically important.The accurate classification of pavement diseases and identification of their causes are prerequisites for scientific maintenance decision-making. Extensive research has been conducted by scholars worldwide on the causes of pavement diseases. Generally, pavement diseases can be categorized into three types based on size and shape: texture-related, deformation-related, and crack-related [8,9] . The texture-related diseases in asphalt pavement include raveling, potholes, and bleeding. Among these, raveling is one of the most common and challenging disease mechanisms. The raveling is commonly observed in open-graded friction courses and other asphalt mixtures, particularly in airport pavements, where age-related distress results from severe erosion of the bituminous mastic [10] . The Raveling typically begins with the loss of fine aggregates, progressing to the displacement of larger particles, leading to increasingly rough and uneven textures. Various factors contribute to the formation of raveling, including material aging, insufficient binder content, improper compaction during construction, freeze-thaw cycles, oxidation, and excessive traffic loads [11] . The Raveling, as a prevalent asphalt pavement disease, significantly impacts both passenger comfort and pavement durability [12] . Shamami et al. [13] concluded that traffic loads and asphalt mixture properties significantly influence pavement distress, revealing cracking patterns and disease mechanisms. Xu [14] identified typical characteristics of various pavement diseases and developed machine learning methods for intelligent identification of disease causes. Abbassi et al. [15] found that untreated raveling reduces skid resistance, accelerates moisture infiltration, increases road noise, and poses safety hazards due to loose aggregate particles. Yajin Han et al. [16] suggested that increasing emulsion and SBR dosages can delay the onset of raveling. Pourhassan et al. [17] observed that most raveling occurs within the first 50,000 vehicle passes and that partial use of crumb rubber does not significantly impact raveling resistance.Additionally, the raveling often serves as an early indicator of more severe diseases, triggering a chain reaction of pavement degradation that, if left unaddressed, may lead to structural failures. The traditional methods for evaluating pavement diseases primarily rely on manual visual inspections and conventional pavement management systems (PMS) [18,19] . However, these traditional techniques have been the cornerstone of pavement maintenance practices for decades; they exhibit significant limitations in the context of modern infrastructure management. Specifically, effective PMS frameworks must collect data reliably and consistently, and manual surveys were utilized for data collection, resulting in these approaches being time-consuming and inefficient [20] . Due to the high operational costs of dedicated inspection vehicles, conventional PMS methodsrelying on trained inspectors for on-site identification and assessment-often suffer from limited data coverage, subjectivity, and resource intensiveness, leading to infrequent inspections that may overlook early-stage diseases [21] . The labor-intensive nature of these inspections also exposes personnel to potential traffic safety risks.Although traditional PMS frameworks provide a systematic approach for condition assessment, they often lack the granularity and timeliness needed to optimize maintenance decisions, particularly for rapidly evolving diseases like raveling. These limitations highlight the need for intelligent, datadriven approaches such as artificial intelligence to enhance detection accuracy and optimize maintenance strategies. The advent of artificial intelligence (AI), particularly deep learning, has revolutionized the potential for automated pavement disease detection and classification. Deep learning has been widely applied to road damage detection in countries such as India, Japan, and the Czech Republic [22] . With advances in computer vision and computing power, AI systems now analyze pavement images with high accuracy and efficiency [23] . Nasertork et al. [12] introduced an image-based AI system for detecting asphalt raveling. Progress in this field is driven by large labeled datasets and developments in autonomous driving [24] . Convolutional Neural Networks (CNNs), in particular, excel at identifying visual patterns of pavement diseases, as shown in studies like Li et al. [25] and other CNN-based models for rapid damage detection [26] . Nevertheless, raveling has received comparatively less attention in pavement diseases detection research than more visually distinct issues like cracks and potholes. It also faces many challenges in recognition. Raveling detection poses challenges due to its subtle texture changes, which contrast with the clear patterns of cracks or potholes. Early-stage raveling often resembles normal pavement texture, making automated detection difficult. Its progressive nature further requires methods to assess severity levels for effective maintenance planning. Addressing these challenges is vital to prevent rapid pavement deterioration, extend service life, and optimize maintenance resources. For raveling detection, deep learning techniques can analyze the intricate texture variations and aggregate displacement patterns that define this disease, potentially identifying early-stage raveling before it progresses to more severe conditions. Kulambayev et al. [27] proposed an optimized model tailored to detect fissures in diverse pavement types under varying lighting and environmental conditions, addressing challenges like shadows and debris that often hinder traditional methods. Guerrieri et al. [28] developed a dataset containing 13,135 flexible pavement disease images and 30,989 bounding boxes, achieving a mean average precision of up to 80% during testing, depending on the disease type. To achieve an optimal balance between detection accuracy and computational efficiency in automated pavement defect detection, Lin, J et al. [29] Propose a lightweight convolutional neural network architecture and demonstrate its effectiveness through rigorous experimental validation. These studies highlight the growing potential of deep learning in overcoming challenges associated with raveling.This study aims to develop a robust and efficient deep learning-based approach for the automatic identification and classification of asphalt pavement raveling. To address the challenges posed by limited training data and diverse pavement conditions, this study leverages TL to adapt advanced convolutional neural network structures-originally trained on large-scale datasets-for the task of texture-based raveling detection. The proposed method enhances detection accuracy while maintaining computational efficiency by integrating multi-scale texture feature extraction with specialized classification algorithms. The VGG16, Eff-B0, InceptionV3, and RegNet network structures are enhanced by optimizer and preprocessing techniques to determine the most appropriate network. Furthermore, data augmentation strategies are combined with fine-tuned TL to improve generalization across varying lighting conditions, pavement textures, and severity levels, thereby establishing a reliable framework for intelligent pavement raveling monitoring. The overall research framework is illustrated in Figure 1. The pavement surface data were collected using the LS-40 portable three-dimensional (3D) surface analyzer, as shown in Figure 2. The collection site was located in the areas surrounding the campus where water readily pooled on the asphalt surfaces. All the data were collected under clear weather conditions. A total of 745 images were obtained, comprising 530 images of raveling distress and 215 images of normal pavement surfaces. These images provided high-resolution surface texture data, capturing critical features necessary for raveling identification.Data preprocessing involved several steps to enhance image quality and prepare the dataset for model training. Histogram equalization was applied to reduce noise, improve contrast, and enhance the visibility of pavement texture features. To mitigate the limitation of a small original dataset and enhance model generalization, data augmentation techniquesspecifically mirroring and rotation-were applied. From an initial pool of 745 original images, a comprehensive dataset of 1600 enhanced images was produced. The augmented dataset was balanced, comprising 800 raveling-distress images and 800 normal pavement-surface images. All augmented images were subsequently resized to 224×224 pixels to meet the input requirements of the CNN models. The dataset was then randomly split into a training set (80%) and a validation set (20%). This 8:2 split ensures a balanced and representative distribution for effective model training and evaluation. The TL approach can leverage the power of pre-trained models and address the challenge posed by the limited size of the training dataset [30] . The pre-trained CNN (convolutional neural network) models, originally trained on the ImageNet dataset, were adapted for raveling detection. Although the ImageNet dataset and the pavement raveling database differ significantly in high-level semantics, the generic low-level features (e.g., edges, colors, and simple textures) learned from ImageNet are highly transferable and effective for asphalt pavement disease detection [31] . The final fully connected layer of each pre-trained model was replaced with a new layer specifically designed for binary classification, between raveling and normal This with the dataset and binary this pre-trained network from the were with model trained on the as or for the To enhance the to image classification the was This approach the initial of the convolutional for the of the features and the classification layer This method the need for labeled data and the learning Furthermore, to mitigate several techniques were including the early a of in the classification and using a learning the optimal optimizer was from three commonly learning and for model training. The are shown in Figure and the and methods of each learning model are shown in 1. and and the training for the proposed CNN models was optimized using several strategies to improve prevent and robust To develop and a robust method for raveling detection, CNN structures were The model The VGG16, developed by is a deep CNN of convolutional and fully connected The network a simple effective using convolutional by to reduce while critical features. The of feature increases from to across convolutional feature extraction for texture and recognition. The is the model of the proposed by in which to optimize and The is of designed to enhance efficiency while maintaining high of the is in 2. The model The is a deep convolutional neural network proposed by which model efficiency through the use of and The network convolutional with varying multi-scale feature it and to reduce computational while maintaining high These for detecting intricate texture such as in raveling diseases. Figure The RegNet RegNet a systematic approach to network to balance and The is to the of the of the network . The three and The of of each containing convolutional and This efficient feature extraction while critical for identifying pavement texture To achieve optimal during three learning were is shown in which the at the the at the is the learning and is the of the loss at the The model based on the of the loss with to the A learning was combined with to and prevent in the for the are as to the the first of the and the of the and are the of learning for each by the of and It of the learning to adapt during for the are as and is the average of the is the typically set to and is a small set to to prevent by The the learning by a average of ensuring This optimizer was found to the in the raveling detection task and was as the final optimizer for model this the of three and of loss were across network VGG16, Eff-B0, InceptionV3, and The most optimizer was then for The validation loss for each optimizer are shown in Figure The loss of the models are shown in Figure Among the and the final loss by with both a final loss of approximately contrast, the optimizer and its final loss on the the optimizer in of both and loss it is as the optimizer for raveling distress training across techniques were to mitigate and enhance model commonly to as was into the loss to large thereby model and generalization The is shown in Furthermore, with a were into the network to randomly during the of by the of an early was utilized to training the validation loss to improve a of ensuring the model optimal to the training the the loss of the model on the training the in the is the total of and is the that the of the in this study were conducted using a high-performance computing with the and in The the deep learning which provided robust for model and training. 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5.0Engineering value
7.0Research novelty
5.0Business relevance

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