Investigation of the Applicability of Screw Piles in Post-Disaster Emergency Settlement Areas

Talha Sarıcı; Mustafa Özcan

Makale detayları

Investigation of the Applicability of Screw Piles in Post-Disaster Emergency Settlement Areas

Yazarlar:

Talha Sarıcı | Mustafa Özcan

Yayıncı:

Osmaniye Korkut Ata Üniversitesi

Ana Başlıklar:

İnşaat Geoteknik Mühendisliği | İnşaat Mühendisliğinde Zemin Mekaniği

Dergi:

Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.8 Issue 2, pp.754-772

Belge Tipi:

Makale

Yayın Tarihi:

12/2025

Belge Dili:

Türkçe

Document ID (Org No.):

2001335221

pISSN:

2687-3729

Anahtar kelimeler:

Özet:

 Within the scope of this study, experimental studies, numerical and parametric analyses were carried out to investigate the usability of screw piles in post-disaster emergency settlement areas. The behavior of screw piles with different number of helixes and traditional piles under compressive force in cohesionless soil were investigated. In the numerical and parametric analyses, unlike the screw pile models commonly used in the literature, a segmented helix modeling was developed and significant agreement with experimental studies was obtained. In addition, in parametric studies, parameters such as different helix diameters, embedment depths and number of helixes were investigated and the effect of these variables on the bearing capacity was investigated. When the findings obtained within the scope of the study such as bearing capacities, improvement ratios and helix number efficiency are evaluated, it is seen that the containers, which are frequently preferred in post-disaster settlement, can be safely carried by using screw piles. In addition, due to the availability of different production options of screw piles, it is thought that it will find a place in emergency action plans thanks to its advantages such as easier connection with prefabricated elements, easy application of screw piles in the field even in different terrain conditions, and ease of storage.

 Within the scope of this study, experimental studies, numerical and parametric analyses were carried out to investigate the usability of screw piles in post-disaster emergency settlement areas. The behavior of screw piles with different number of helixes and traditional piles under compressive force in cohesionless soil were investigated. In the numerical and parametric analyses, unlike the screw pile models commonly used in the literature, a segmented helix modeling was developed and significant agreement with experimental studies was obtained. In addition, in parametric studies, parameters such as different helix diameters, embedment depths and number of helixes were investigated and the effect of these variables on the bearing capacity was investigated. When the findings obtained within the scope of the study such as bearing capacities, improvement ratios and helix number efficiency are evaluated, it is seen that the containers, which are frequently preferred in post-disaster settlement, can be safely carried by using screw piles. In addition, due to the availability of different production options of screw piles, it is thought that it will find a place in emergency action plans thanks to its advantages such as easier connection with prefabricated elements, easy application of screw piles in the field even in different terrain conditions, and ease of storage.

 Within the scope of this study, experimental studies, numerical and parametric analyses were carried out to investigate the usability of screw piles in post-disaster emergency settlement areas. The behavior of screw piles with different number of helixes and traditional piles under compressive force in cohesionless soil were investigated. In the numerical and parametric analyses, unlike the screw pile models commonly used in the literature, a segmented helix modeling was developed and significant agreement with experimental studies was obtained. In addition, in parametric studies, parameters such as different helix diameters, embedment depths and number of helixes were investigated and the effect of these variables on the bearing capacity was investigated. When the findings obtained within the scope of the study such as bearing capacities, improvement ratios and helix number efficiency are evaluated, it is seen that the containers, which are frequently preferred in post-disaster settlement, can be safely carried by using screw piles. In addition, due to the availability of different production options of screw piles, it is thought that it will find a place in emergency action plans thanks to its advantages such as easier connection with prefabricated elements, easy application of screw piles in the field even in different terrain conditions, and ease of storage.

 Bu çalışma kapsamında vidalı kazıkların afet sonrası acil yerleşim bölgelerinde kullanılabilirliğini araştırmak üzere deneysel çalışmalar, sayısal ve parametrik analizler gerçekleştirilmiştir. Yapılan çalışmalarda, farklı helezon sayısına sahip vidalı kazıklar ve geleneksel kazığın kohezyonsuz zeminde basınç kuvveti altındaki davranışı incelenmiştir. Sayısal ve parametrik analizlerde literatürde yaygın kullanılan vidalı kazık modellerinden farklı olarak parçalı helezon modellemesi geliştirilmiş ve deneysel çalışmalar ile önemli uyum elde edilmiştir. Bununla beraber parametrik çalışmalarda farklı helezon çapları, gömülme derinlikleri ve helezon sayıları gibi parametreler araştırılarak bu değişkenlerin taşıma kapasitesine etkisi araştırılmıştır. Çalışma kapsamında elde edilen taşıma kapasiteleri, iyileştirme oranları ve helezon sayısı verimliliği gibi bulgular değerlendirildiğinde afet sonrası yerleşimde sıklıkla tercih edilen konteyner yapılan vidalı kazıklar kullanılarak güvenle taşınabildiği görülmüştür. Bununla beraber vidalı kazıkların farklı üretim opsiyonlarının bulunması sayesinde, prefabrik elemanlar ile daha kolay bağlantı sağlayabilmesi, vidalı kazıkların sahada farklı arazi koşullarında dahi kolaylıkla uygulanabilmesi, depolama kolaylığı gibi avantajları sayesinde acil durum eylem planlarında kendine yer bulacağı düşünülmektedir.

Makale detayları

Investigation of the Applicability of Screw Piles in Post-Disaster Emergency Settlement Areas

Yazarlar:

Talha Sarıcı | Mustafa Özcan

Yayıncı:

Osmaniye Korkut Ata Üniversitesi

Ana Başlıklar:

İnşaat Geoteknik Mühendisliği | İnşaat Mühendisliğinde Zemin Mekaniği

Dergi:

Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.8 Issue 2, pp.754-772

Belge Tipi:

Makale

Yayın Tarihi:

12/2025

Belge Dili:

Türkçe

Document ID (Org No.):

2001335221

pISSN:

2687-3729

screw pile

disaster management

compressive force

cohesionless soil

emergency action planvidalı kazık

afet yönetimi

basınç kuvveti

kohezyonsuz zemin

acil durum eylem planı

Sayı

Makale detayları

Yazarlar: Talha Sarıcı | Mustafa Özcan

Yayıncı: Osmaniye Korkut Ata Üniversitesi

Ana Başlıklar: İnşaat Geoteknik Mühendisliği | İnşaat Mühendisliğinde Zemin Mekaniği

Dergi: Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.8 Issue 2, pp.754-772

Belge Tipi: Makale

Yayın Tarihi: 12/2025

Belge Dili: Türkçe

Document ID (Org No.): 2001335221

pISSN: 2687-3729

Sayı

Yazarlar:

Talha Sarıcı | Mustafa Özcan

Yayıncı:

Osmaniye Korkut Ata Üniversitesi

Ana Başlıklar:

İnşaat Geoteknik Mühendisliği | İnşaat Mühendisliğinde Zemin Mekaniği

Dergi:

Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.8 Issue 2, pp.754-772

Belge Tipi:

Makale

Yayın Tarihi:

12/2025

Belge Dili:

Türkçe

Document ID (Org No.):

2001335221

pISSN:

2687-3729