基于路面状况评价和FWD数据的城市路面养护技术改进研究

Sang-Yum Lee
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引用次数: 2

摘要

本文的目的是通过目视检查和计算路面的剩余寿命,从下落重量偏转仪(FWD)的数据,支持准确的路面状况评估,并决定适当的维修方法和时间。每一种都在相同的长期性能路面(LTPP)路段实施。采用目测法测量裂缝、车辙、国际粗糙度指数(IRI)等路面状况指标,并以此为基础计算首尔路面指数(SPI)。根据FWD数据反演了动态模量。剩余路面寿命由等效单轴载荷(ESAL)和FWD数据确定。考察了各结果值与维护优先级的相关性。因此,由于IRI值与FWD值无关,SPI值与IRI值和其他指标一致,因此,裂缝剩余寿命与车辙的相关性高于其他因素或指标。裂缝、车辙与FWD相关的r平方值为0.65,相关性不强。因此,在确定维修方法、维修时间等的决策时,由于裂缝和车辙的关系,必须考虑FWD数据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Study of Improvement of Urban Pavement Maintenance Technique based on Pavement Condition Evaluation and FWD Data
The objective of this paper is to support accurate pavement condition assessment and decision of proper maintenance method and time by conducting visual inspection and calculating the remaining life of pavement from falling weight deflectometer(FWD) data. Each was implemented in the same long-term performance pavement(LTPP) sections. Visual inspection was executed to measure pavement condition indices such as crack, rutting and international roughness index(IRI) and the Seoul Pavement Index(SPI) was calculated based on these results. The dynamic modulus was back-calculated from the FWD data. The remaining pavement lives were determined from equivalent single axle loading(ESAL) and FWD data. Correlation of maintenance priority by each result value was examined. Consequently, the correlation between remaining life to Crack and Rutting was higher than the other factors or indicesbecause IRI is not related to FWD value and SPI value consists with IRI value and other indices. The R-square value of correlation of FWD with Crack and Rutting was 0.65, which indicated an insufficient correlation. Consequently, when decision of maintenance of method, time, etc. is determined, FWD data have to be considered with Crack and Rutting because of those relations.
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