Towards automated field ballast condition evaluation: Field validation of the ballast scanning vehicle capabilities

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL Transportation Geotechnics Pub Date : 2024-07-09 DOI:10.1016/j.trgeo.2024.101311
Jiayi Luo , Kelin Ding , Haohang Huang , Issam I.A. Qamhia , Erol Tutumluer , John M. Hart , Hugh Thompson , Theodore R. Sussmann
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Abstract

Ballast degradation can lead to adverse effects such as inadequate drainage, track settlement and reduced lateral stability, which could compromise track safety, daily functionality, and long-term maintenance. Field inspection of ballast for monitoring degradation and functional performance is a challenging task. Current state-of-the-practice methods for evaluating ballast primarily depend on subjective visual inspection, labor-intensive sampling, laboratory sieve analyses or Ground Penetrating Radar (GPR) technology. These methods fall short in providing an in-depth assessment of ballast, specifically in determining the degradation level and aggregate size and shape characteristics at various depths. In this regard, this research developed an innovative ballast investigation platform, the Ballast Scanning Vehicle (BSV), to automate the processes of acquiring detailed ballast inspection data. The BSV utilizes a deep learning-based pipeline for image segmentation to evaluate task-specific metrics such as coarse aggregate gradation, Fouling Index (FI), and continuous track FI depth profiles. This paper provides a detailed overview of the BSV’s functions as well as the different modules of the deep learning-based pipeline. Validation of the BSV’s capabilities was conducted at the Transportation Technology Center (TTC) and is discussed in detail. Based on the field results, the BSV is capable of providing accurate and near real-time evaluation of in-service ballast conditions, serves as a robust means for inspecting long sections of track, and can be used to investigate persistent trouble-spots related to track performance.

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实现现场压载条件自动评估:现场验证压载扫描车的能力
无砟轨道退化会导致排水不足、轨道沉降和横向稳定性降低等不利影响,从而危及轨道安全、日常功能和长期维护。对无砟轨道进行现场检测以监测退化情况和功能性能是一项极具挑战性的任务。目前评估无砟轨道的方法主要依赖于主观目测、劳动密集型取样、实验室筛分分析或地面穿透雷达 (GPR) 技术。这些方法无法对压载物进行深入评估,特别是在确定不同深度的降解程度以及骨料大小和形状特征方面。为此,本研究开发了一种创新的压载调查平台--压载扫描车(BSV),以自动获取详细的压载检测数据。BSV 利用基于深度学习的管道进行图像分割,以评估特定任务的指标,如粗集料级配、污损指数 (FI) 和连续轨道 FI 深度剖面。本文详细介绍了 BSV 的功能以及基于深度学习管道的不同模块。在交通技术中心(TTC)对 BSV 的功能进行了验证,并进行了详细讨论。根据现场结果,BSV 能够对在役道碴状况进行近乎实时的准确评估,是检查长段轨道的有力手段,并可用于调查与轨道性能相关的顽固故障点。
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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