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原文传递 Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use
题名: Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use
其他题名: AASHTO.(1993)."AASHTO guide for design of pavement structures 1993."Washington,DC.
正文语种: 英文
作者: Boo Hyun Nam
关键词: AASHTO MR equation;Falling weight deflectometer;Subgrade resilient modulus (MR);Uncertainty assessment
摘要: Falling weight deflectometer (FWD) testing is commonly used to estimate subgrade resilient modulus (MR) by using back calculation and/or the AASHTO MR equation. Considering the availability of limited information in the pavement management information system (PMIS) database, the AASHTO MR approach is suitable for subgrade assessment at a network level because of its simplicity. An adjustment factor is commonly applied to the AASHTO MR equation because of the difference between laboratory-measured MR and estimated MR. However, large variations in the adjustment factor have been observed with different geographical locations and climate conditions. Thus, using a fixed value of the adjustment factor has led to inaccurate assessment of subgrade soil MR. This paper presents a methodology to improve the accuracy of the existing AASHTO MR equation by constructing an MR adjustment factor based on the correlation of back-calculated ER and AASHTO MR. This study also investigated the effects of subgrade soil stiffness, bedrock depth, highway classification, and environmental condition on the correlation. Additionally, the uncertainty of the AASHTO subgrade MR equation because of the variation in the adjustment factor was quantified. As an example analysis, the methodology was applied to five districts in the state of Texas. The newly constructed MR could reduce variation in the adjustment factor, increasing the R2 value from 0.524 to 0.894 in the correlation. The developed methodology can be applied to a smaller set of FWD data such as each road and county, which can reduce an uncertainty in the adjustment factor.
出版年: 2015
论文唯一标识: P-72Y2015V141N12002
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)TE.1943-5436.0000793
期刊名称: Journal of Transportation Engineering
拼音刊名(出版物代码): P-72
卷: 141
期: 12
页码: 1-13
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