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

Yıl 2024, Cilt: 27 Sayı: 3, 1019 – 1032, 03.09.2024

Osman Hansu , Nildem Taysi , Dilan Uzunkodalak Aksoy

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

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

kümülatif hasar faktörü, pist kaplaması, havaalanı

Kaynakça

• Akgül, M., Doğan, O., & Etli, S. (2020). Investigation of Mechanical Properties of Granulated Waste Rubber Aggregates Substituted Self-Compacting Concrete Mortar Produced with Different Cement. Uluslararası Muhendislik Arastirma ve Gelistirme Dergisi, 12(2), 787–798. https://doi.org/10.29137/umagd.734614
• Akgül, M., & Etli, S. (2023). Effect of Partial Inclusion of Tiles and Brick Waste as Binders in SCM Elements on Fresh State and Early Age Mechanical Properties. 3rd International Conference on Innovative Academic Studies, 699–706.
• Bhalla, A. S. B., Vankar, A. A., & Zala, L. B. (2013). Runway Pavement Design of a proposed Airport with the use of FAARFIELD Software. Int. J. Sci. Mod. Eng, 44–49.
• Bingöl, G. (2000). Havaalan üstyaplarnn tasarm ve iyileştirilmesi yöntemleri. Fen Bilimleri Enstitüsü. Brill, D. R. (2021). FAARFIELD 2.0 Update. Federal Aviation Administration.
• Cemalgil, S., & Etli, S. (2020). Effects of Specimen Size on The Compressive Strength of Rubber Modified Self-Compacting Concrete. International Journal of Pure and Applied Sciences, 6(2), 118–129. https://doi.org/10.29132/ijpas.789480
• Cemalgil, S., Etli, S., & Onat, O. (2018). Curing effect on mortar properties produced with styrene-butadiene rubber. Computers and Concrete, 21(6), 705–715. https://doi.org/10.12989/cac.2018.21.6.705
• Cemalgil, S., Onat, O., Tanaydın, M. K., & Etli, S. (2021). Effect of waste textile dye adsorbed almond shell on self compacting mortar. Construction and Building Materials, 300, 123978. https://doi.org/10.1016/j.conbuildmat.2021.123978
• Doganis, R. (2005). The airport business. Routledge.
• Etli, S. (2022a). Evaluation of curing time for micro concrete mixes containing silica fume, nano-silica and fly ash. İstanbul Ticaret Üniversitesi Fen Bilimleri Dergisi, 21(42), 304–316. https://doi.org/10.55071/ticaretfbd.1093891
• Etli, S. (2022b). Investigation of the Effect of Glass Sand Used in SCC on the Behavior of the SCC Stress- Strain Relationship. International Journal of Innovative Engineering Applications, 6(2), 237–244. https://doi.org/10.46460/ijiea.1108476
• Etli, S. (2023a). Effect of glass sand used as aggregate on micro-concrete properties. Journal of the Croatian Association of Civil Engineers, 75(01), 39–51. https://doi.org/10.14256/JCE.3538.2022
• Etli, S. (2023b). Evaluation of the effect of silica fume on the fresh, mechanical and durability properties of self-compacting concrete produced by using waste rubber as fine aggregate. Journal of Cleaner Production, 384, 135590. https://doi.org/10.1016/j.jclepro.2022.135590
• Etli, S., Cemalgil, S., & Onat, O. (2018). Mid-Temperature Thermal Effects on Properties of Mortar Produced with Waste Rubber as Fine Aggregate. International Journal of Pure and Applied Sciences, 4(1), 10–22. https://doi.org/10.29132/ijpas.341413
• Etli, S., Cemalgil, S., & Onat, O. (2021). Effect of pumice powder and artificial lightweight fine aggregate on self-compacting mortar. Computers and Concrete, 27(3), 241–252. https://doi.org/10.12989/cac.2021.27.3.241
• Etli, S., Yılmaz, T., & Hansu, O. (2024). Effect of White-Portland cement containing micro and nano silica on the mechanical and freeze-thaw properties of self compacting mortars. Engineering Science and Technology, an International Journal, 50, 101614. https://doi.org/10.1016/j.jestch.2023.101614
• Gesoglu, M., Güneyisi, E., Hansu, O., Etli, S., & Alhassan, M. (2017). Mechanical and fracture characteristics of self-compacting concretes containing different percentage of plastic waste powder. Construction and Building Materials, 140, 562–569. https://doi.org/10.1016/j.conbuildmat.2017.02.139
• Hansu, O., & Etli, S. (2022). Beton ile Üretilen Suda Yüzebilen Kano Tasarımı Üzerine Bir Araştırma. European Journal of Science and Technology, (35), 330–334. https://doi.org/10.31590/ejosat.1052105
• Office of Airport Safety & Standards – Airport Engineering Division. (2021). Airport Pavement Design and Evaluation. In 150/5320-6G.
• Salgın, T. (2015). Havaalanı kaplamalarının ve yüzey özelliklerinin incelenmesi (Master Thesis). Erciyes University,.
• Zaniewski, J., & others. (1991). Unified methodology for airport pavement analysis and design. vol. 1, state of the art.

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

Yıl 2024, Cilt: 27 Sayı: 3, 1019 – 1032, 03.09.2024

Osman Hansu , Nildem Taysi , Dilan Uzunkodalak Aksoy

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

Öz

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.

Anahtar Kelimeler

cumulative damage factor, runway pavement, airport

Kaynakça

• Akgül, M., Doğan, O., & Etli, S. (2020). Investigation of Mechanical Properties of Granulated Waste Rubber Aggregates Substituted Self-Compacting Concrete Mortar Produced with Different Cement. Uluslararası Muhendislik Arastirma ve Gelistirme Dergisi, 12(2), 787–798. https://doi.org/10.29137/umagd.734614
• Akgül, M., & Etli, S. (2023). Effect of Partial Inclusion of Tiles and Brick Waste as Binders in SCM Elements on Fresh State and Early Age Mechanical Properties. 3rd International Conference on Innovative Academic Studies, 699–706.
• Bhalla, A. S. B., Vankar, A. A., & Zala, L. B. (2013). Runway Pavement Design of a proposed Airport with the use of FAARFIELD Software. Int. J. Sci. Mod. Eng, 44–49.
• Bingöl, G. (2000). Havaalan üstyaplarnn tasarm ve iyileştirilmesi yöntemleri. Fen Bilimleri Enstitüsü. Brill, D. R. (2021). FAARFIELD 2.0 Update. Federal Aviation Administration.
• Cemalgil, S., & Etli, S. (2020). Effects of Specimen Size on The Compressive Strength of Rubber Modified Self-Compacting Concrete. International Journal of Pure and Applied Sciences, 6(2), 118–129. https://doi.org/10.29132/ijpas.789480
• Cemalgil, S., Etli, S., & Onat, O. (2018). Curing effect on mortar properties produced with styrene-butadiene rubber. Computers and Concrete, 21(6), 705–715. https://doi.org/10.12989/cac.2018.21.6.705
• Cemalgil, S., Onat, O., Tanaydın, M. K., & Etli, S. (2021). Effect of waste textile dye adsorbed almond shell on self compacting mortar. Construction and Building Materials, 300, 123978. https://doi.org/10.1016/j.conbuildmat.2021.123978
• Doganis, R. (2005). The airport business. Routledge.
• Etli, S. (2022a). Evaluation of curing time for micro concrete mixes containing silica fume, nano-silica and fly ash. İstanbul Ticaret Üniversitesi Fen Bilimleri Dergisi, 21(42), 304–316. https://doi.org/10.55071/ticaretfbd.1093891
• Etli, S. (2022b). Investigation of the Effect of Glass Sand Used in SCC on the Behavior of the SCC Stress- Strain Relationship. International Journal of Innovative Engineering Applications, 6(2), 237–244. https://doi.org/10.46460/ijiea.1108476
• Etli, S. (2023a). Effect of glass sand used as aggregate on micro-concrete properties. Journal of the Croatian Association of Civil Engineers, 75(01), 39–51. https://doi.org/10.14256/JCE.3538.2022
• Etli, S. (2023b). Evaluation of the effect of silica fume on the fresh, mechanical and durability properties of self-compacting concrete produced by using waste rubber as fine aggregate. Journal of Cleaner Production, 384, 135590. https://doi.org/10.1016/j.jclepro.2022.135590
• Etli, S., Cemalgil, S., & Onat, O. (2018). Mid-Temperature Thermal Effects on Properties of Mortar Produced with Waste Rubber as Fine Aggregate. International Journal of Pure and Applied Sciences, 4(1), 10–22. https://doi.org/10.29132/ijpas.341413
• Etli, S., Cemalgil, S., & Onat, O. (2021). Effect of pumice powder and artificial lightweight fine aggregate on self-compacting mortar. Computers and Concrete, 27(3), 241–252. https://doi.org/10.12989/cac.2021.27.3.241
• Etli, S., Yılmaz, T., & Hansu, O. (2024). Effect of White-Portland cement containing micro and nano silica on the mechanical and freeze-thaw properties of self compacting mortars. Engineering Science and Technology, an International Journal, 50, 101614. https://doi.org/10.1016/j.jestch.2023.101614
• Gesoglu, M., Güneyisi, E., Hansu, O., Etli, S., & Alhassan, M. (2017). Mechanical and fracture characteristics of self-compacting concretes containing different percentage of plastic waste powder. Construction and Building Materials, 140, 562–569. https://doi.org/10.1016/j.conbuildmat.2017.02.139
• Hansu, O., & Etli, S. (2022). Beton ile Üretilen Suda Yüzebilen Kano Tasarımı Üzerine Bir Araştırma. European Journal of Science and Technology, (35), 330–334. https://doi.org/10.31590/ejosat.1052105
• Office of Airport Safety & Standards – Airport Engineering Division. (2021). Airport Pavement Design and Evaluation. In 150/5320-6G.
• Salgın, T. (2015). Havaalanı kaplamalarının ve yüzey özelliklerinin incelenmesi (Master Thesis). Erciyes University,.
• Zaniewski, J., & others. (1991). Unified methodology for airport pavement analysis and design. vol. 1, state of the art.

Toplam 20 adet kaynakça vardır.

Ayrıntılar

Kaynak Göster

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