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原文传递 UNIVERSAL PAVEMENT DISTRESS EVALUATOR BASED ON FUZZY SETS.

题名：	UNIVERSAL PAVEMENT DISTRESS EVALUATOR BASED ON FUZZY SETS.
作者：	Shoukry-SN; Martinelli-DR; Reigle-JA
关键词：	PAVEMENT-CONDITION; PAVEMENT-SERVICEABILITY-RATING; CONDITION-SURVEY; RIDE-QUALITY; PAVEMENT-DISTRESS; PAVEMENT-MANAGEMENT; DECISION-MAKING; UNIVERSAL-PAVEMENT-DISTRESS-INDEX; FUZZY-SETS
摘要：	Setting priorities for pavement maintenance and rehabilitation depends on the availability of a universal scale for assessing the condition of every element in the network. The condition of a pavement section has traditionally been assessed by several condition indexes. The present serviceability index (PSI) is one common evaluator used to describe the functional condition with respect to ride quality. Pavement condition index is another index commonly used to describe the extent of distress on a pavement section. During the decision-making process, both classes of indexes are needed to evaluate the overall status of a pavement section in comparison to other sections in the network. Traditionally, regression techniques were used for the development of functions that relate condition indexes to the information recorded in the pavement management database. This approach produces mathematical functions that are limited to a particular database. The functions so developed may also suffer from inaccuracies due to errors in data collection and recording. There is a need for a more generalized approach for the evaluation of pavement conditions to enable efficient management of large transportation networks. The development of a universal measure capable of formally assessing the condition of a pavement section within the universe of pavement conditions is described. This is accomplished by the fusion of a set of fuzzy membership functions that describe different parameters in the database with the perception of each parameter's significance. The model output is the fuzzy distress index (FDI), which combines the extent of structural distress with traditional performance parameters such as roughness to describe the overall status of the pavement section. The behavior of FDI over time is examined for a random sample of pavement sections and is compared with trends in the corresponding PSI values (PSI was used only because it was readily available in the database). The results indicate that the flexible, universal FDI is a consistent and accurate measure of the overall pavement condition. The set of generated membership functions describing the different extents of every distress type can be easily standardized over the 50 states, allowing the model to be implemented on any pavement at any location. Also, the parameter weights used in the assessment may be easily adjusted (increased or decreased) to reflect changes in maintenance policies or budget avai
总页数：	Transportation Research Record. 1997. (1592) pp180-186 (6 Fig., 3 Tab., 25 Ref.)
报告类型：	科技报告