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Comparison of Design Thickness between the 1993 AASHTO Guide and MEPDG for Full Depth Reclamation Pavement
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作者 Yigong Ji Tommy E. Nantung 《Journal of Civil Engineering and Architecture》 2010年第1期44-52,共9页
A research project was initiated by INDOT to estimate the structural contribution and feasibility of FDR bases for pavement structure under a low-medium volume traffic loading. FWD tests were conducted and the layer m... A research project was initiated by INDOT to estimate the structural contribution and feasibility of FDR bases for pavement structure under a low-medium volume traffic loading. FWD tests were conducted and the layer moduli were back calculated on different construction phases: the surface of existing HMA pavement, the FDR base, the new HMA final surface, and the nine months' traffic opening, respectively, for a total of four times. The results indicate the promise of this recycled base material in pavement construction compared to traditional granular base. In addition, this paper discusses how the lab test results relate to the expected performance in a pavement structure by the MEPDG software and its parameter effects. Research indicated the MEPDG provided comparable thickness to the 1993 AASHTO Guide if the failure criteria are set up reasonably. Therefore, the MEPDG could be used as a design tool to estimate layer thickness for FDR pavement with a low-medium traffic volume. 展开更多
关键词 MEPDG back calculation FDR AASHTO fwdintroduction
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