基于tsd的材料参数贝叶斯更新路面挠度概率模拟

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Ze Zhou Wang , Zhaojie Sun , Bachar Hakim , Buddhima Indraratna , Abir Al-Tabbaa
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引用次数: 0

摘要

与重量偏转仪(FWD)技术相比,交通速度偏转仪(TSD)提供了对路面结构健康状况的连续、非破坏性监测。这一特性促使世界各国权威机构开始探索其在网级路面结构评价中的潜力。通过使用TSD测量进行参数推断,工程师可以获得路面材料参数的物理证据,这对于道路运营和维护的明智决策至关重要。然而,现有的基于TSD的参数推理存在三个关键挑战,限制了其实际应用:(1)许多研究在基于FWD的参数推理中引入了TSD数据和FWD数据之间的中间相关性,这增加了额外的不确定性;(ii)没有不确定性量化的传统确定性推理工作流产量估算;(iii)高保真仿真会导致高昂的计算成本,限制了实时或近实时的参数推断。为了克服这些差距,本研究提出了一个使用TSD测量进行概率参数推断的方法框架。创新在于协同组合:(i)基于物理的模拟器PaveMove,直接模拟TSD动态载荷下的路面响应;(ii)机器学习代理加速PaveMove计算;(iii)贝叶斯更新,将传统的确定性参数推断转换为明确包含多种材料和测量不确定性的概率框架。该框架经过了严格验证,并与传统的参数推理技术进行了比较。结果表明,该框架有效地解决了传统技术固有的局限性,提供了更准确、一致和可靠的参数推理结果。拟议的框架为TSD技术在实践中的广泛应用铺平了道路,最终实现了网络规模上的实时、不确定性路面管理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Probabilistic simulation of TSD-based pavement deflections for Bayesian updating of material parameters
Compared to the Falling Weight Deflectometer (FWD) technology, Traffic Speed Deflectometer (TSD) provides continuous, non-destructive monitoring of pavement structural health. This feature has prompted many authorities worldwide to explore its potential in network-level pavement structural evaluation. Through parameter inference using TSD measurements, engineers can obtain physics-based evidence regarding pavement material parameters, which is crucial for informed decision-making on road operations and maintenance. However, three key challenges in existing TSD-based parameter inference have limited its practical uptake: (i) many studies introduce an intermediate correlation between TSD data and FWD data for FWD-based parameter inference, which adds extra uncertainty; (ii) conventional deterministic inference workflows yield estimates without uncertainty quantification; and (iii) high–fidelity simulations incur prohibitive computational costs, limiting real-time or near-real-time parameter inference. To overcome these gaps, this study presents a methodological framework for probabilistic parameter inference using TSD measurements. The innovation lies in the synergistic combination of: (i) a physics-based simulator, PaveMove, that directly simulates pavement responses under TSD dynamic loading, (ii) machine learning surrogates to accelerate PaveMove calculations, and (iii) Bayesian updating to transform traditional deterministic parameter inference into a probabilistic framework that explicitly incorporates multiple material and measurement uncertainties. The proposed framework is rigorously validated and compared with conventional parameter inference techniques. The results indicate that the proposed framework effectively addresses the limitations inherent in traditional techniques and provides more accurate, consistent, and reliable results of parameter inference. The proposed framework paves the way for the broader adoption of TSD technology in practice, ultimately permitting real-time, uncertainty-aware pavement management at the network scale.
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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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