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Modeling pavement performance by combining field and experimental data.

机译:通过结合现场和实验数据对路面性能进行建模。

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摘要

The accurate prediction of pavement performance is important for efficient management of the surface transportation infrastructure. By reducing the error of the pavement deterioration prediction, agencies can obtain significant budget savings through timely intervention and accurate planning.; The goal of this research was to develop a methodology for developing accurate pavement deterioration models to be used primarily for the management of the road infrastructure. The loss of the riding quality of the pavement was selected as the performance indicator. Two measures of riding quality were used: serviceability (Present Serviceability Index, PSI) and roughness (International Roughness Index, IRI).; An acceptable riding quality is important for both the road user and the goods being transported. Riding quality affects the comfort of the user for whom the road is provided, and the smoothness with which goods are moved from one point to another. The vehicle operating costs and the costs of transporting goods increase as the road riding quality deteriorates. These costs are often one order of magnitude more important than the cost of maintaining the road to an acceptable level of service.; The initial incremental models developed in this dissertation predict serviceability as a function of material properties, pavement structural characteristics, traffic axle configuration, axle load, and environmental variables. These models were developed applying nonlinear estimation techniques using an experimental unbalanced panel data set (AASHO Road Test). The unobserved heterogeneity among the pavement sections was accounted for by using the random effects approach.; The serviceability models were updated using joint estimation with a field panel data set (MnRoad Project). The updated model estimates riding quality in terms of roughness. This was possible by applying a measurement error model to combine both data sources.; The main contribution of this research is not the development of a deterioration model itself, but rather the demonstration of the feasibility of using joint estimation and its many advantages, such as: (i) identification and quantification of new variables, (ii) efficient parameter estimates, (iii) bias identification and correction, and (iv) use of a measurement error model to combine apparently incompatible data sources.
机译:路面性能的准确预测对于地面运输基础设施的有效管理非常重要。通过减少路面劣化预测的误差,代理商可以通过及时干预和准确规划来节省大量预算。这项研究的目的是开发一种方法,用于开发精确的路面劣化模型,该模型主要用于道路基础设施的管理。选择人行道行驶质量损失作为性能指标。使用了两种骑乘质量度量:可服务性(当前可服务性指数,PSI)和粗糙度(国际粗糙度指数,IRI)。对于道路使用者和所运输的货物而言,可接受的骑行质量都非常重要。骑乘质量影响着为其提供道路的用户的舒适度,以及货物从一个点移动到另一个点的平滑度。随着道路行驶质量的恶化,车辆的运营成本和货物运输成本增加。这些成本通常比维持通往可接受的服务水平之路的成本重要一个数量级。本文开发的初始增量模型预测了可使用性随材料性能,路面结构特性,行车桥配置,车轴载荷和环境变量的变化。这些模型是使用实验性不平衡面板数据集(AASHO道路测试)采用非线性估计技术开发的。使用随机效应方法解决了人行道之间未观察到的异质性。使用联合评估与现场面板数据集(MnRoad Project)更新了可维修性模型。更新后的模型根据粗糙度估算骑乘质量。通过应用测量误差模型来合并两个数据源,这是可能的。这项研究的主要贡献不是开发退化模型本身,而是证明了使用联合估计的可行性及其许多优点,例如:(i)识别和量化新变量,(ii)有效参数估算,(iii)偏差识别和更正,以及(iv)使用测量误差模型来组合显然不兼容的数据源。

著录项

  • 作者

    Prozzi, Jorge Alberto.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Civil.; Economics General.
  • 学位 Ph.D.
  • 年度 2001
  • 页码 126 p.
  • 总页数 126
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;经济学;
  • 关键词

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