Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions
Yıl: 2021 Cilt: 8 Sayı: 3 Sayfa Aralığı: 1360 - 1371 Metin Dili: İngilizce DOI: 10.31202/ecjse.929429 İndeks Tarihi: 10-10-2022
Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions
Öz: This paper focuses on a stability analysis related to a highway constructed on a slope with high shear potential reinforced with the piles. For this purpose, a series of two-dimensional simulations were carried out by employing the finite element method. In the study, in order to provide the current state of topography, a numerical model was created based on data obtained from field and laboratory tests. It is aimed to define the safety factor of a slope under both static and dynamic loads, and that value was calculated for the following three cases: (i) for the slope unreinforced with the piles subjected to static loading, (ii) for the slope reinforced with the piles subjected to static loading, (iii) for the slope reinforced with the piles subjected to both static and dynamic loading. The numerical results indicate that it is a good approach to be used the piles to enhance the stability of the slope even though dynamic loading brings about to decline in the slope safety factor. Plus, the relevant value was determined to be 1.446 in the second case explained above while the same value was calculated to be 1.104 in the third case. Therefore, it is understood that the dynamic loads caused by the vehicles should be considered in the design of these kinds of problems, and the improvement method should be evaluated in detail.
Anahtar Kelime: Statik ve Dinamik Yükleme Koşullarına Maruz Kazıklarla Güçlendirilen Bir Şevin Stabilite Analizleri
Öz: Bu makale, kazıklarla güçlendirilen yüksek kayma potansiyeline sahip bir şev üzerine inşa edilmiş karayolu inşaatının stabilite analizi üzerine odaklanmaktadır. Bu amaçla, sonlu elemanlar yöntemi kullanılarak bir dizi iki boyutlu sayısal analiz gerçekleştirilmiştir. Çalışmada, topoğrafyanın mevcut durumunu yansıtmak için saha ve laboratuvar testlerinden elde edilen verilerden faydalanılarak sayısal bir model oluşturulmuştur. Hem statik hem de dinamik yükler altında bir şevin güvenlik katsayısının tanımlanması amaçlanmış ve bu değer şu üç durum için hesaplanmıştır: (i) statik yüklemeye maruz kazıklarla güçlendirilmeyen şev için, (ii) statik yüklemeye maruz kazıklarla güçlendirilen şev için (iii) hem statik hem de dinamik yüklemeye maruz kazıklarla güçlendirilen şev için. Sayısal sonuçlar, şev stabilitesini artırmak için kazık kullanımının, dinamik yüklemenin şev güvenlik katsayısında düşüşe neden olsada, iyi bir yaklaşım olduğunu göstermektedir. Ayrıca, yukarıda açıklanan ikinci durumda güvenlik katsayısı 1.446 olarak belirlenirken, üçüncü durumda aynı değer 1.104 olarak hesaplanmıştır. Bu nedenle, bu tür problemlerin tasarımında taşıtların neden olduğu dinamik yüklerin dikkate alınması ve iyileştirme yönteminin detaylı bir şekilde değerlendirilmesi gerektiği anlaşılmaktadır.
Anahtar Kelime: Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
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| APA | Tolun M, ÜN B, Emirler B, Yildiz A (2021). Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. , 1360 - 1371. 10.31202/ecjse.929429 |
| Chicago | Tolun Mustafa,ÜN BUSE,Emirler Buse,Yildiz Abdulazim Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. (2021): 1360 - 1371. 10.31202/ecjse.929429 |
| MLA | Tolun Mustafa,ÜN BUSE,Emirler Buse,Yildiz Abdulazim Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. , 2021, ss.1360 - 1371. 10.31202/ecjse.929429 |
| AMA | Tolun M,ÜN B,Emirler B,Yildiz A Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. . 2021; 1360 - 1371. 10.31202/ecjse.929429 |
| Vancouver | Tolun M,ÜN B,Emirler B,Yildiz A Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. . 2021; 1360 - 1371. 10.31202/ecjse.929429 |
| IEEE | Tolun M,ÜN B,Emirler B,Yildiz A "Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions." , ss.1360 - 1371, 2021. 10.31202/ecjse.929429 |
| ISNAD | Tolun, Mustafa vd. "Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions". (2021), 1360-1371. https://doi.org/10.31202/ecjse.929429 |
| APA | Tolun M, ÜN B, Emirler B, Yildiz A (2021). Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. El-Cezerî Journal of Science and Engineering, 8(3), 1360 - 1371. 10.31202/ecjse.929429 |
| Chicago | Tolun Mustafa,ÜN BUSE,Emirler Buse,Yildiz Abdulazim Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. El-Cezerî Journal of Science and Engineering 8, no.3 (2021): 1360 - 1371. 10.31202/ecjse.929429 |
| MLA | Tolun Mustafa,ÜN BUSE,Emirler Buse,Yildiz Abdulazim Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. El-Cezerî Journal of Science and Engineering, vol.8, no.3, 2021, ss.1360 - 1371. 10.31202/ecjse.929429 |
| AMA | Tolun M,ÜN B,Emirler B,Yildiz A Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. El-Cezerî Journal of Science and Engineering. 2021; 8(3): 1360 - 1371. 10.31202/ecjse.929429 |
| Vancouver | Tolun M,ÜN B,Emirler B,Yildiz A Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. El-Cezerî Journal of Science and Engineering. 2021; 8(3): 1360 - 1371. 10.31202/ecjse.929429 |
| IEEE | Tolun M,ÜN B,Emirler B,Yildiz A "Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions." El-Cezerî Journal of Science and Engineering, 8, ss.1360 - 1371, 2021. 10.31202/ecjse.929429 |
| ISNAD | Tolun, Mustafa vd. "Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions". El-Cezerî Journal of Science and Engineering 8/3 (2021), 1360-1371. https://doi.org/10.31202/ecjse.929429 |
