Robust Deflection Indices from Traffic-Speed Deflectometer Measurements to Predict Critical Pavement Responses for Network-Level Pavement Management System Application

Mahdi Nasimifar, Senthilmurugan Thyagarajan, R. Siddharthan, N. Sivaneswaran
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引用次数: 35

Abstract

AbstractTraffic-speed deflectometers (TSD) are used in several countries to evaluate the pavement structural condition at the network level. Fatigue and rutting strains are commonly used as pavement critical responses in mechanistic-empirical design procedures to predict pavement structural performance. For successful pavement management system (PMS) application, robust indices that can be readily computed from TSD measurements and best related to the pavement critical responses should be identified. In this study, a comprehensive sensitivity analysis on deflection basin indices and their correlations with fatigue and rutting strains is performed using a range of pavement structures. A commercially available program was used in the first part of the study to compute dynamic deflection basins and evaluate the effects of material properties and vehicle speed on the indices. The indices that best relate to critical responses were identified from the software analyses and subsequently evaluated with a wider r...
交通速度偏转仪测量的稳健偏转指标预测网络级路面管理系统的关键路面响应
【摘要】交通速度偏转仪(TSD)在一些国家用于评价路网层面的路面结构状况。在力学经验设计过程中,疲劳应变和车辙应变通常被用作预测路面结构性能的路面临界响应。为了成功地应用路面管理系统(PMS),应该确定可以从TSD测量中轻松计算出的稳健指标,并与路面临界响应最佳相关。在本研究中,对一系列路面结构的挠度盆地指数及其与疲劳和车辙应变的相关性进行了综合敏感性分析。在研究的第一部分中,我们使用了一个商用程序来计算动态挠度盆地,并评估了材料性能和车辆速度对这些指标的影响。从软件分析中确定与关键反应最相关的指数,随后用更广泛的r进行评估。
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