Araştırma Makalesi
BibTex RIS Kaynak Göster

Application of the Estacade (Cantilever Road) System in Algeria's Kherrata Gorges Despite the Challenging Terrain of a Deep Canyon

Yıl 2025, Cilt: 8 Sayı: 1, 1 - 11, 31.05.2025
https://doi.org/10.34088/kojose.1512916

Öz

This study presents the implementation of the Estacade method, a unique engineering solution applied in the Kherrata Gorges, northeastern Algeria, for road construction in a challenging deep valley where conventional techniques are infeasible, and it details the construction process of this innovative system, initiated in 2014 and completed by the end of 2024. Conventional roads are typically constructed with methods such as excavation, fill, bridges, and viaducts. However, in the Kherrata region, the objective was to widen the RN09 road from a single lane of 3-6 meters to a dual-lane road of 10 meters to alleviate traffic congestion. Given the geomorphological constraints of the deep valley, conventional tunnel or cut-fill methods were unsuitable. Instead, the Estacade System was utilized, involving the placement of 10-meter-long cantilever beams, made of reinforced concrete and steel, perpendicular to the old road. These beams were socketed to the bedrock and overlaid with prefabricated reinforced concrete slabs known as "Predallé," effectively expanding the road width to 10 meters. This method allowed for safe dual-lane traffic without support from the valley floor, presenting significant engineering challenges and highlighting the project's uniqueness.

Etik Beyan

No

Destekleyen Kurum

No

Proje Numarası

No

Teşekkür

I would like to thank Ozgun Insaat Taahhut Sanayi Ticaret ve Limited Sirketi for their contribution, who built this engineering project described in this study and employed me as an engineer in this project.

Kaynakça

  • [1] Çavdar, Ö., Şener, M.A., 2022. Investigation of Structural Behavior of a Bridge Designed by the Segmentally Constructed Balanced Cantilever Method. El-Cezerî Journal of Science and Engineering, 9(2), pp. 469-491.
  • [2] Caparrós F. L., 2016. Dossier D’exécution Rapport Hydrologique Et Hydraulique. TEC-4-Ozgun-Group ETRHB. pp 5
  • [3] https://fr.wikipedia.org/wiki/Tunnel_de_Kherrata (Accessed date: 11 April 2023).
  • [4] TEC-4, 2015. Rapport Geologique et Geotecnique-R9: Travaux D’aménagement Des Gorges De Kherrata-Lot 01 Route - Lot 2 Ouvrages D'art - Lot 3 Tunnel. TEC-4-Ozgun-Group ETRHB. pp. 5
  • [5] Şimşek, E., 2016. Pk: 6+060-6+150 Arası Şev Blok Kayması Jeoloji-Jeoteknik İnceleme Raporu. pp. 2
  • [6] TEC-4, 2019. T4 Rapport du projet Kherrata. Ozgun-Group ETRHB. pp. 6-20
  • [7] https://www.delcampe.net (Accessed date: 11 April 2023).
  • [8] https://www.linkedin.com/in/ahmet-said-eyig%C3%BCn-4b3603146/ (Accessed Date: 15 December 2023).
  • [9] TEC-4, 2015. Méthodologie D’exécution – Micropieux. TEC-4-Ozgun-Group ETRHB. pp. 5-6
  • [10] https://www.google.com/maps (Accessed date: 11 April 2023).

Application of the Estacade (Cantilever Road) System in Algeria's Kherrata Gorges Despite the Challenging Terrain of a Deep Canyon

Yıl 2025, Cilt: 8 Sayı: 1, 1 - 11, 31.05.2025
https://doi.org/10.34088/kojose.1512916

Öz

This study presents the implementation of the Estacade method, a unique engineering solution applied in the Kherrata Gorges, northeastern Algeria, for road construction in a challenging deep valley where conventional techniques are infeasible, and it details the construction process of this innovative system, initiated in 2014 and completed by the end of 2024. Conventional roads are typically constructed with methods such as excavation, fill, bridges, and viaducts. However, in the Kherrata region, the objective was to widen the RN09 road from a single lane of 3-6 meters to a dual-lane road of 10 meters to alleviate traffic congestion. Given the geomorphological constraints of the deep valley, conventional tunnel or cut-fill methods were unsuitable. Instead, the Estacade System was utilized, involving the placement of 10-meter-long cantilever beams, made of reinforced concrete and steel, perpendicular to the old road. These beams were socketed to the bedrock and overlaid with prefabricated reinforced concrete slabs known as "Predallé," effectively expanding the road width to 10 meters. This method allowed for safe dual-lane traffic without support from the valley floor, presenting significant engineering challenges and highlighting the project's uniqueness.

Proje Numarası

No

Kaynakça

  • [1] Çavdar, Ö., Şener, M.A., 2022. Investigation of Structural Behavior of a Bridge Designed by the Segmentally Constructed Balanced Cantilever Method. El-Cezerî Journal of Science and Engineering, 9(2), pp. 469-491.
  • [2] Caparrós F. L., 2016. Dossier D’exécution Rapport Hydrologique Et Hydraulique. TEC-4-Ozgun-Group ETRHB. pp 5
  • [3] https://fr.wikipedia.org/wiki/Tunnel_de_Kherrata (Accessed date: 11 April 2023).
  • [4] TEC-4, 2015. Rapport Geologique et Geotecnique-R9: Travaux D’aménagement Des Gorges De Kherrata-Lot 01 Route - Lot 2 Ouvrages D'art - Lot 3 Tunnel. TEC-4-Ozgun-Group ETRHB. pp. 5
  • [5] Şimşek, E., 2016. Pk: 6+060-6+150 Arası Şev Blok Kayması Jeoloji-Jeoteknik İnceleme Raporu. pp. 2
  • [6] TEC-4, 2019. T4 Rapport du projet Kherrata. Ozgun-Group ETRHB. pp. 6-20
  • [7] https://www.delcampe.net (Accessed date: 11 April 2023).
  • [8] https://www.linkedin.com/in/ahmet-said-eyig%C3%BCn-4b3603146/ (Accessed Date: 15 December 2023).
  • [9] TEC-4, 2015. Méthodologie D’exécution – Micropieux. TEC-4-Ozgun-Group ETRHB. pp. 5-6
  • [10] https://www.google.com/maps (Accessed date: 11 April 2023).
Toplam 10 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği (Diğer)
Bölüm Araştırma Makalesi
Yazarlar

Yalçın Eyigün 0000-0001-9931-8294

Ahmet Said Eyigün 0009-0000-5570-9488

Proje Numarası No
Yayımlanma Tarihi 31 Mayıs 2025
Gönderilme Tarihi 9 Temmuz 2024
Kabul Tarihi 26 Ağustos 2024
Yayımlandığı Sayı Yıl 2025 Cilt: 8 Sayı: 1

Kaynak Göster

APA Eyigün, Y., & Eyigün, A. S. (2025). Application of the Estacade (Cantilever Road) System in Algeria’s Kherrata Gorges Despite the Challenging Terrain of a Deep Canyon. Kocaeli Journal of Science and Engineering, 8(1), 1-11. https://doi.org/10.34088/kojose.1512916