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Dergiler / Recep Tayyip Erdoğan Üniversitesi Fen ve Mühendislik Bilimleri Dergisi / 2026 / Cilt: 7 Sayı: 1

Şev Üzerinde Yer Alan İki Yakın Şerit Temelin Davranışı

Behavior of Two Nearby Strip Fundation Located on Slope

Bashar Badawi(İSTANBUL ÜNİVERSİTESİ-CERRAHPAŞA)0000-0002-2716-7818
Zülal Akbay Arama(İstanbul University-Cerrahpaşa)0000-0001-8185-7329
Sayfa
223–240
Yayın Tarihi
2026-06-30
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Elde edilen bulgular, şev üzerindeki komşu temeller için tasarım kriterlerinin geliştirilmesine ve zemin-yapı etkileşimi anlayışının iyileştirilmesine katkı sağlayacak niteliktedir.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Şevler üzerindeki komşu şerit temellerin davranışı, temel-şev etkileşimi nedeniyle karmaşık bir geoteknik problemdir.
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Temel Bulgular & Veri:Bu etkileşim; taşıma kapasitesi, oturma ve genel stabiliteyi önemli ölçüde etkilemektedir.
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Sonuç & Katkı:Elde edilen bulgular, şev üzerindeki komşu temeller için tasarım kriterlerinin geliştirilmesine ve zemin-yapı etkileşimi anlayışının iyileştirilmesine katkı sağlayacak niteliktedir.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Şev stabilitesi · Şerit temel · Yakın temeller

Özet

Şevler üzerindeki komşu şerit temellerin davranışı, temel-şev etkileşimi nedeniyle karmaşık bir geoteknik problemdir. Bu etkileşim; taşıma kapasitesi, oturma ve genel stabiliteyi önemli ölçüde etkilemektedir. Bu çalışma, PLAXIS yazılımı ve sonlu elemanlar yöntemi (FEM) kullanarak şev üzerindeki iki yakın şerit temel arasındaki etkileşim mekanizmasını incelemektedir. Analiz süreci; şev ve temel geometrisi, zemin özellikleri ve uygun sınır koşullarını içeren iki boyutlu sayısal modellerin oluşturulmasını kapsamaktadır. Analizler; başlangıç gerilme durumu, temel yüklemeleri ile zemin ve temellerdeki deformasyon-gerilme dağılımının değerlendirilmesi aşamalarından oluşmaktadır. Çalışmada; temeller arası mesafe, krest uzaklığı ve zemin parametrelerinin etkileşim mekanizması üzerindeki etkileri parametrik olarak araştırılmıştır. Sonuçlar; oturma, taşıma kapasitesi ve deformasyon paternleri üzerinden değerli veriler sunmaktadır. Elde edilen bulgular, şev üzerindeki komşu temeller için tasarım kriterlerinin geliştirilmesine ve zemin-yapı etkileşimi anlayışının iyileştirilmesine katkı sağlayacak niteliktedir.

Abstract

The behavior of adjacent strip foundations on slopes is a complex geotechnical problem due to soil-structure interaction, which significantly affects bearing capacity, settlement, and stability. This study investigates the interaction mechanism between two nearby strip foundations on a slope using the finite element method (FEM) via PLAXIS 2D. The numerical model incorporates slope and foundation geometries, soil properties (shear strength and stiffness), and boundary conditions. The analysis evaluates initial stress states, applied loads, and the resulting deformation and stress distributions. Key parameters, including foundation spacing, distance from the slope crest, and soil characteristics, are parametrically investigated. The results provide insights into foundation settlement, bearing capacity, and deformation patterns. This study highlights the necessity of considering interaction effects for foundations on slopes, offering findings that can guide design practices and improve the understanding of soil-structure interaction.

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Bu Makaleye Atıf Yap

Badawi, B., Arama, Z. A. (2026). Şev Üzerinde Yer Alan İki Yakın Şerit Temelin Davranışı. Recep Tayyip Erdoğan Üniversitesi Fen ve Mühendislik Bilimleri Dergisi, Cilt: 7 Sayı: 1, 223–240. https://doi.org/10.53501/rteufemud.1917022

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Kaynakça (33)

  1. Acharyya, R. (2019). Finite element investigation and ANN-based prediction of the bearing capacity of strip footings resting on sloping ground. International Journal of Geo-Engineering, 10, Article 5. https://doi.org/10.1186/s40703-019-0100-z
  2. Acharyya, R., Dey, A. (2020). Assessment of interaction mechanism and bearing capacity of strip footings located on slope face. Sādhanā, 45, 89. https://doi.org/10.1007/s12046-020-1311-x
  3. Azzam, W.R., Nasr, A.M., El Kamash, W. (2022). Numerical analysis of strip footing resting near a slope using finite element method. Journal of The Institution of Engineers (India): Series A, 103(1), 85–96.
  4. Badawi, B. (2023). The behavior of adjacent shallow foundations located on or in slopes, Master's Thesis, Istanbul University-Cerrahpaşa, Turkey.
  5. Brinkgreve, R.B.J., Engin, E., Engin, H.K. (2010). Validation of empirical formulas to derive model parameters for sands, Numerical Methods in Geotechnical Engineering: NUMGE 2010, 137–142, London, United Kingdom.
  6. Brujerdi, M.R., Rahmani Sharadi, M. (2019). Undrained seismic bearing capacity of strip footing placed on homogeneous and heterogeneous soil slopes by finite element limit analysis. Computers and Geotechnics, 113, 103094. https://doi.org/10.1016/j.compgeo.2019.103094
  7. Dawood, A.R., Al-abboodi, I., Ahmed, M.A. (2025). Numerical study of ring foundations near slopes using PLAXIS 3D. International Journal of Applied Mathematics, 38(6s), 945–971. https://doi.org/10.12732/ijam.v38i6s.444
  8. Ebid, A.M., Onyelowe, K.C., Arinze, E.E. (2021). Estimating the ultimate bearing capacity for strip footing near and within slopes using AI (GP, ANN, and EPR) techniques. Journal of Engineering, 2021(1), 3267018. https://doi.org/10.1155/2021/3267018
  9. Fatahi, B., Huang, B., Yeganeh, N., Terzaghi, S., Banerjee, S. (2020). Three-dimensional simulation of seismic slope–foundation–structure interaction for buildings near shallow slopes. International Journal of Geomechanics, 20(1), 04019140. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001529
  10. Haghgouei, H., Kargar, A.R., Amini, M., Khosravi, M.H. (2020). Semianalytical solution for evaluating bearing capacity of a footing adjacent to a slope. Journal of Geotechnical and Geoenvironmental Engineering, 146(12). https://doi.org/10.1061/(ASCE)GM.1943-5622.0001907
  11. Haghgouei, H., Kargar, A.R., Khosravi, M.H., Amini, M. (2021). Semi-analytical study of settlement of two interfering foundations placed on a slope. Journal of Mining and Environment, 12(2), 457–470. https://doi.org/10.22044/jme.2021.10509.2001
  12. Huang, C.C. (2019). Effects of restraining conditions on the bearing capacity of footings near slopes, Soils and Foundations, 59(1), 1–12. https://doi.org/10.1016/j.sandf.2018.08.016
  13. Ismael, K.S., Sulaiman, R.M. (2024). An EPR model for predicting the bearing capacity of single and double-strip foundations near earth slope crests. PLoS ONE, 19(5), e0301329. https://doi.org/10.1371/journal.pone.0301329
  14. Jalili, S., Javaheri Koupaei, H., Sharafi, H., Ganjian, N. (2022). Experimental and numerical study of seismic behavior of shallow strip foundation near sandy slope. International Journal of Civil Engineering, 20(2), 151–168. https://doi.org/10.1007/s40999-021-00641-9
  15. Jin, L., Feng, Y., Zheng, H., Feng, Q. (2020). The use of improved radial movement optimization to calculate the ultimate bearing capacity of a nonhomogeneous clay foundation adjacent to slopes. Computers and Geotechnics, 118, 103338. https://doi.org/10.1016/j.compgeo.2019.103338
  16. Leshchinsky, B. (2015). Bearing capacity of footings placed adjacent to c′–ϕ′ slopes. Journal of Geotechnical and Geoenvironmental Engineering, 141(6), 04015022. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001306
  17. Leshchinsky, B., Xie, Y. (2016). Bearing capacity for spread footings placed near c′-ϕ′ slopes. Journal of Geotechnical and Geoenvironmental Engineering, 143(1), 06016020. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001578
  18. Messaouda, B., Assia, A., Salima, B., Nacera, K., Lazhar, B. (2024). Numerical modeling of the behavior of a surface foundation located in the proximity of a slope. Soils and Rocks, 47(1), e2024008722. https://doi.org/10.28927/SR.2024.008722
  19. Meyerhof, G.G. (1951). The bearing capacity of foundations under eccentric and inclined loads, Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering, 1, 440–445, Zurich, Switzerland.
  20. Moghadasi, H., Eslami, A., Akbarimehr, D., Afshar, D. (2024). Numerical investigation of adjacent construction considering induced instability. Transportation Infrastructure Geotechnology, 11(3), 1143–1167. https://doi.org/10.1007/s40515-023-00319-w
  21. Mohammadizadeh, M., Nadi, B., Hajiannia, A., Mahmoudi, E. (2023). The undrained vertical bearing capacity of skirted foundations located on slopes using finite element limit analysis. Innovative Infrastructure Solutions, 8(121), 1–14. https://doi.org/10.1007/s41062-023-01070-4
  22. Parmar, D., Ponnappan, N., Thampi, A., Prasanth, S. (2025). Seismic performance of various structural configurations for RC building on sloped terrain considering soil-foundation-structure approach. Frontiers in Built Environment, 11, 1709068. https://doi.org/10.3389/fbuil.2025.1709068
  23. Polunin, V. (2025). Development and advancement of a geotechnical software based on the finite element method, Proceedings of the 29th European Young Geotechnical Engineers Conference (EYGEC 2025), 9–12 September 2025, Rijeka, Croatia. https://doi.org/10.32762/eygec.2025.16
  24. Prandtl, L. (1921). On the penetrating strengths (hardness) of plastic materials and the strength of cutting edges. Zeitschrift für Angewandte Mathematik und Mechanik, 1(1), 15–20. https://doi.org/10.1002/zamm.19210010102
  25. Raj, D., Singh, Y., Kaynia, A.M. (2018). Behavior of slopes under multiple adjacent footings and buildings. International Journal of Geomechanics, 18(7), 04018062. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001142
  26. Sarfarazi, V., Tabaroei, A., Dias, D., Abedi, M., Vakili, A. H., Zhao, Y. (2024). 2D discrete element analysis of the footing above excavated circle in soil. Scientific Reports, 14, 21399. https://doi.org/10.1038/s41598-024-72220-6
  27. Terzaghi, K. (1943). Theoretical Soil Mechanics, John Wiley and Sons, ISBN: 9780471853053, New York.
  28. Yuda, D.W., Suhendra, A. (2024). Studi analisis daya dukung fondasi dangkal pada lereng galian. Jurnal Mitra Teknik Sipil, 7(4), 1151–1160. https://doi.org/10.24912/jmts.v7i4.30824
  29. Zeolla, E., de Silva, F., Sica, S. (2024). Towards a practice-oriented procedure to account for static and dynamic interaction among three adjacent shallow foundations. Computers and Geotechnics, 170, 106242. https://doi.org/10.1016/j.compgeo.2024.106242
  30. Zhan, T., Yang, Y., Zheng, D., Zhou, F., Wei, Y., Wang, Y. (2025). Seismic stability analysis of water-saturated composite foundations near slopes. Buildings, 15(17), 3090. https://doi.org/10.3390/buildings15173090
  31. Zheng, Y., Tang, X., Zhao, S., Deng, C., Lei, W. (2009). Strength reduction and step-loading finite element approaches in geotechnical engineering. Journal of Rock Mechanics and Geotechnical Engineering, 1(1), 21–30. https://doi.org/10.3724/SP.J.1235.2009.00021
  32. Zhou, H., Hu, Q., Yu, X., Zheng, G., Liu, X., Xu, H., Yang, S., Liu, J., Tian, K. (2023). Quantitative bearing capacity assessment of strip footings adjacent to two-layered slopes considering spatial soil variability. Acta Geotechnica, 18(12), 6759–6773. https://doi.org/10.1007/s11440-023-01875-8
  33. Zhou, H., Zheng, G., Yang, X., Li, T., Yang, P. (2019). Ultimate seismic bearing capacities and failure mechanisms for strip footings placed adjacent to slopes. Canadian Geotechnical Journal, 56(11), 1729-1735. https://doi.org/10.1139/cgj-2018-0306