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LTPP Rigid Pavement FWD Deflection Analysis and Backcalculation Procedure

机译:LTPP刚性路面FWD挠度分析和反算程序

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This paper presents the results of a falling weight deflectometer (FWD) deflection analysis study performed as a part of data analysis study under the Long-Term Pavement Performance (LTPP) program. The paper presents backcalculation procedures for rigid pavements adapted in this study and discusses the results of backcalculation. Backcalculation was performed using dense liquid (DL) and elastic solid (ES) subgrade models. Although backcalculated parameters determined in this study were found to be realistic for the majority of the LTPP rigid pavement sections, this study also uncovered some limitations of the current backcalculation procedures for rigid pavements. It was noted that backcalculated values may vary significantly due to factors such as temperature at the time of testing, slab curling conditions, time of day, and time of year. Current rigid pavement backcalculation technology is inappropriate to adequately address all of these matters; however, the LTPP database provides an excellent opportunity to conduct an in-depth study.
机译:本文介绍了基于长期路面性能(LTPP)计划的数据分析研究的一部分,即落锤挠度计(FWD)挠度分析研究的结果。本文介绍了适用于本研究的刚性路面的反算程序,并讨论了反算的结果。使用稠密液体(DL)和弹性固体(ES)路基模型进行反算。尽管在本研究中确定的反算参数对于大多数LTPP刚性路面截面来说是现实的,但该研究还发现了当前刚性路面反算程序的一些局限性。注意,由于诸如测试时的温度,板坯卷曲条件,一天中的时间和一年中的时间之类的因素,反算值可能会显着变化。当前的刚性路面反算技术不适用于充分解决所有这些问题。但是,LTPP数据库提供了进行深入研究的绝佳机会。

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