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Comparison of Mechanistic-Empirical and Traditional Rigid Pavement Design Methods: Afyon-Emirdag Trial Section
Date
2020-09-01
Author
Öztürk, Hande Işık
Yaman, İsmail Özgür
Metadata
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The first rigid pavement section in Turkey under the jurisdiction of General Directorate of Highways was designed as Jointed plain concrete pavement (JPCP) according to Belgian Catalog method. This design was compared with the traditional empirical American Association of State Highway and Transportation Officials (AASHTO-93) design method and with the mechanistic-empirical (M-E) pavement design guide. Moreover, the international roughness index (IRI) values measured with intervals were compared with the predicted values of M-E analysis. According to M-E analysis, it is predicted that IRI and faulting will exceed but the cracking will be within the limit values during its service life.
Subject Keywords
Civil and Structural Engineering
,
Building and Construction
URI
https://hdl.handle.net/11511/57029
Journal
TEKNIK DERGI
DOI
https://doi.org/10.18400/tekderg.565709
Collections
Department of Civil Engineering, Article
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H. I. Öztürk and İ. Ö. Yaman, “Comparison of Mechanistic-Empirical and Traditional Rigid Pavement Design Methods: Afyon-Emirdag Trial Section,”
TEKNIK DERGI
, pp. 10251–10274, 2020, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/57029.