Mekanistik-Ampirik ve Geleneksel Beton Yol Tasarım Yöntemlerinin Karşılaştırılması: Afyon-Emirdağ Deneme Kesimi

Year 2020, Volume: 31 Issue: 5, 10251 - 10274, 01.09.2020

Emin Şengün , Hande İşık Öztürk , İsmail Özgür Yaman

https://doi.org/10.18400/tekderg.565709

Cited By: 2

Abstract

Türkiye’nin Karayolları Genel Müdürlüğü bünyesindeki ilk beton yol uygulaması
olan Afyon-Emirdağ kesimi derzli donatısız beton kaplama olarak Belçika Katalog
yöntemine göre tasarlanmıştır. Bu tasarım, hem geleneksel Amerikan Devlet
Karayolu ve Taşımacılık İdareleri Birliği ampirik tasarım yöntemi (AASHTO 93);
hem de mekanistik-ampirik (M-E) üstyapı tasarım yöntemi ile yeniden analiz
edilerek, mevcut yol üzerinden aralıklarla ölçülen düzgünsüzlük (IRI) değerleri
ile karşılaştırılmıştır. Saha ölçümleri ile M-E analizleri sonucu tahmin edilen
IRI değerlerinin birbirine oldukça yakın olduğu tespit edilmiştir. M-E
analizleri sonucunda mevcut yolun servis sürecinde düzgünsüzlük ve faylanma
performans kriterlerine göre sınır değerleri aşacağı, ancak enine çatlak
yönünden sınır değerler içinde kalacağı öngörülmüştür. 

Keywords

Üstyapı Tasarımı, Belçika katalog yöntemi, AASHTO 93 tasarım yöntemi, mekanistik-ampirik (M-E) tasarımı

Thanks

M-E tasarım yöntemi ile yapılan analizler için kullanılan AASHTOWare 2.0 sonlu elemanlar yazılım programının lisans alma sürecinde maddi katkılarından dolayı TÇMB’ye ve IOWA Üniversitesi Öğretim Üyesi Prof. Dr. Halil Ceylan’a teşekkür ederiz.

Comparison of Mechanistic-Empirical and Traditional Rigid Pavement Design Methods: Afyon-Emirdağ Trial Section

Abstract

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.

Keywords

: Concrete pavement design, Belgian Catalog method, AASHTO 93 design method, mechanistic-empirical (M-E) design

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