COMPARISON OF RIGID PAVEMENT DESIGNS FOR AIRPORT RUNWAYS UNDER STRONG AND WEAK GROUND CONDITIONS AT LOW AND HIGH TRAFFIC AIRPORTS

Osman Hansu; Nildem Taysi; Dilan Uzunkodalak Aksoy

doi:10.17780/ksujes.1453901

EN TR

COMPARISON OF RIGID PAVEMENT DESIGNS FOR AIRPORT RUNWAYS UNDER STRONG AND WEAK GROUND CONDITIONS AT LOW AND HIGH TRAFFIC AIRPORTS

Abstract

In this study, the FAARFIELD program was used to evaluate the construction of rigid pavements for the airport under different soil conditions, aircraft types, and annual traffic loads (number of take-offs). This is because take-off movements are important parameters for runway strength in design. In addition, gross weight values for each aircraft type were entered into the system and obtained from the system with annual tariff growth rates. For pavement life, 20-year periods were considered. The study includes 2 different traffic loads: low and high traffic. The high traffic study is an example of 1 year of flight operations (1 year of total departures for each aircraft type) at a hub airport with +50 million passengers per year. Low traffic is Air Traffic Management (ATM) traffic for 1 year of total departures at a small local/regional airport. The CBR (California Bearing Ratio) value was taken as 5 for low strength soil and CBR=15 for good soil. CDF (Cumulative Damage Factor) and P/C values were examined in the results of the data obtained from the analysis of rigid pavement designs for airport runways under strong and weak soil conditions for low and high traffic airports with the FAARFIELD program.

Keywords

DÜŞÜK VE YÜKSEK TRAFİKLİ HAVAALANLARINDA GÜÇLÜ VE ZAYIF ZEMİN KOŞULLARI ALTINDA HAVAALANI PİSTLERİ İÇİN SERT KAPLAMA TASARIMLARININ KARŞILAŞTIRILMASI

Öz

Bu çalışmada, FAARFIELD programı, uçak tipi ve yıllık trafik yükleri (kalkış sayısı) altında farklı zemin koşulları altında havaalanı için rijit kaplamaların yapımını değerlendirmek için kullanılmıştır. Bunun nedeni, kalkış hareketlerinin tasarımda pist mukavemeti için önemli parametreler olmasıdır. Ayrıca, her bir uçak tipi için brüt ağırlık değerleri sisteme girilmiş ve yıllık tarife büyüme oranları ile sistemden elde edilmiştir. Kaplama ömrü için 20 yıllık periyotlar dikkate alınmıştır. Çalışma düşük ve yüksek trafik olmak üzere 2 farklı trafik yükünü içermektedir. Yüksek trafik çalışması, yılda +50 milyon yolcuya sahip bir merkez havalimanındaki 1 yıllık uçuş operasyonlarına (her uçak tipi için 1 yıllık toplam kalkışlar) bir örnektir. Düşük trafik, küçük bir yerel/bölgesel havalimanındaki 1 yıllık toplam kalkışlar için Hava Trafik Yönetimi (ATM) trafiğidir. CBR (Kaliforniya Taşıma Oranı) değeri düşük mukavemetli zemin için 5 ve iyi zemin için CBR=15 olarak alınmıştır. FAARFIELD programı ile düşük ve yüksek trafikli havalimanları için güçlü ve zayıf zemin koşulları altında havalimanı pistleri için rijit kaplama tasarımlarının analizinden elde edilen veriler sonucunda CDF (Kümülatif Hasar Faktörü) ve P/C değerleri incelenmiştir.

Anahtar Kelimeler

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Details

Primary Language

English

Subjects

Transportation Engineering

Journal Section

Research Article

Authors

Osman Hansu ^*
0000-0003-1638-4304
Türkiye

Nildem Taysi
0000-0003-0947-5662
Türkiye

Dilan Uzunkodalak Aksoy
0009-0000-2548-6770
Türkiye

Publication Date

September 3, 2024

Submission Date

March 17, 2024

Acceptance Date

April 20, 2024

Published in Issue

Year 2024 Volume: 27 Number: 3

DOI

https://doi.org/10.17780/ksujes.1453901

IZ

https://izlik.org/JA39YL22EZ

Cite

RIS / Bibtex

APA

Hansu, O., Taysi, N., & Uzunkodalak Aksoy, D. (2024). COMPARISON OF RIGID PAVEMENT DESIGNS FOR AIRPORT RUNWAYS UNDER STRONG AND WEAK GROUND CONDITIONS AT LOW AND HIGH TRAFFIC AIRPORTS. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 27(3), 1019-1032. https://doi.org/10.17780/ksujes.1453901