{"title":"Mekanistik-Ampirik ve Geleneksel Beton Yol Tasarım Yöntemlerinin Karşılaştırılması: Afyon-Emirdağ Deneme Kesimi","authors":"Emin Şengün, Hande Isik Ozturk, İ. Yaman","doi":"10.18400/tekderg.565709","DOIUrl":null,"url":null,"abstract":"Turkiye’nin Karayollari Genel Mudurlugu bunyesindeki ilk beton yol uygulamasi olan Afyon-Emirdag kesimi derzli donatisiz beton kaplama olarak Belcika Katalog yontemine gore tasarlanmistir. Bu tasarim, hem geleneksel Amerikan Devlet Karayolu ve Tasimacilik Idareleri Birligi ampirik tasarim yontemi (AASHTO 93); hem de mekanistik-ampirik (M-E) ustyapi tasarim yontemi ile yeniden analiz edilerek, mevcut yol uzerinden araliklarla olculen duzgunsuzluk (IRI) degerleri ile karsilastirilmistir. Saha olcumleri ile M-E analizleri sonucu tahmin edilen IRI degerlerinin birbirine oldukca yakin oldugu tespit edilmistir. M-E analizleri sonucunda mevcut yolun servis surecinde duzgunsuzluk ve faylanma performans kriterlerine gore sinir degerleri asacagi, ancak enine catlak yonunden sinir degerler icinde kalacagi ongorulmustur.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":" ","pages":""},"PeriodicalIF":0.8000,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Teknik Dergi","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.18400/tekderg.565709","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 3
Abstract
Turkiye’nin Karayollari Genel Mudurlugu bunyesindeki ilk beton yol uygulamasi olan Afyon-Emirdag kesimi derzli donatisiz beton kaplama olarak Belcika Katalog yontemine gore tasarlanmistir. Bu tasarim, hem geleneksel Amerikan Devlet Karayolu ve Tasimacilik Idareleri Birligi ampirik tasarim yontemi (AASHTO 93); hem de mekanistik-ampirik (M-E) ustyapi tasarim yontemi ile yeniden analiz edilerek, mevcut yol uzerinden araliklarla olculen duzgunsuzluk (IRI) degerleri ile karsilastirilmistir. Saha olcumleri ile M-E analizleri sonucu tahmin edilen IRI degerlerinin birbirine oldukca yakin oldugu tespit edilmistir. M-E analizleri sonucunda mevcut yolun servis surecinde duzgunsuzluk ve faylanma performans kriterlerine gore sinir degerleri asacagi, ancak enine catlak yonunden sinir degerler icinde kalacagi ongorulmustur.
期刊介绍：
The scope of Teknik Dergi is naturally confined with the subjects falling in the area of civil engineering. However, the area of civil engineering has recently been significantly enlarged, even the definition of civil engineering has somewhat changed.
Half a century ago, engineering was simply defined as “the art of using and converting the natural resources for the benefit of the mankind”. Today, the same objective is expected to be realised (i) by complying with the desire and expectations of the people concerned and (ii) without wasting the resources and within the sustainability principles. This change has required an interaction between engineering and social and administrative sciences. Some subjects at the borderline between civil engineering and social and administrative sciences have consequently been included in the area of civil engineering.
Teknik Dergi defines its scope in line with this understanding. However, it requires the papers falling in the borderline to have a significant component of civil engineering.
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