Ze Zhou Wang , Zhaojie Sun , Bachar Hakim , Buddhima Indraratna , Abir Al-Tabbaa
{"title":"基于tsd的材料参数贝叶斯更新路面挠度概率模拟","authors":"Ze Zhou Wang , Zhaojie Sun , Bachar Hakim , Buddhima Indraratna , Abir Al-Tabbaa","doi":"10.1016/j.trgeo.2025.101715","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"55 ","pages":"Article 101715"},"PeriodicalIF":5.5000,"publicationDate":"2025-09-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Probabilistic simulation of TSD-based pavement deflections for Bayesian updating of material parameters\",\"authors\":\"Ze Zhou Wang , Zhaojie Sun , Bachar Hakim , Buddhima Indraratna , Abir Al-Tabbaa\",\"doi\":\"10.1016/j.trgeo.2025.101715\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"55 \",\"pages\":\"Article 101715\"},\"PeriodicalIF\":5.5000,\"publicationDate\":\"2025-09-08\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S221439122500234X\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S221439122500234X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.