Dergiler / International Journal of Engineering and Geosciences / 2023 / Cilt: 8 Sayı: 3

Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye

Sayfa
310–317
Yayın Tarihi
2023-10-15
DOI
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In addition, these maps can assist engineers working on shallow foundation design on the site.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:In foundation engineering, it is necessary to calculate the bearing capacity of soils.
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Temel Bulgular & Veri:This study aims to determine the soil bearing capacity of Eskişehir city according to the Terzaghi (1943) equation and present soil bearing capacity maps for shallow foundations.
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Sonuç & Katkı:In addition, these maps can assist engineers working on shallow foundation design on the site.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:GIS · Allowable Soil Bearing Capacity · Shallow Foundations

Abstract

In foundation engineering, it is necessary to calculate the bearing capacity of soils. The allowable soil bearing capacity required for foundation design is calculated through various empirical methods using geotechnical parameters such as specific gravity and angle of internal friction. Standard Penetration Test (SPT) values of the soil are used in these calculations. Therefore, soil tests which engineers need, are costly and time-consuming. This study aims to determine the soil bearing capacity of Eskişehir city according to the Terzaghi (1943) equation and present soil bearing capacity maps for shallow foundations. The geotechnical parameters of the soil were obtained from 40 borehole data made in the field. Within the scope of the study, according to the Terzaghi (1943) equation bearing capacity maps were created for 0-5 m depth to provide an overview of the bearing capacity of Eskişehir soil. These maps were made in the Geographic Information System (GIS), which has a database that stores and analyses regular data. In addition, these maps can assist engineers working on shallow foundation design on the site.

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Bu Makaleye Atıf Yap

CİVELEKLER, E. (2023). Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye. International Journal of Engineering and Geosciences, Cilt: 8 Sayı: 3, 310–317. https://ajindex.com/articles/949747

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Kaynakça (12)

  1. Coduto, D. P. (2001). Foundation design principles and practices. 2nd ed., New Jersey, USA, Prentice Hall. ISBN:0135897068. Terzaghi, K. (1943). Theoretical Soil Mechanics John Wiley and Sons Inc. New York, 314. Meyerhof, G. G. (1963). Some recent research on the bearing capacity of foundations. Canadian geotechnical journal, 1(1), 16-26.
  2. Richards Jr, R., Elms, D. G., & Budhu, M. (1993). Seismic bearing capacity and settlements of foundations. Journal of Geotechnical Engineering, 119(4), 662-674.
  3. Çinicioğlu, S. F. (2005). Zeminlerde statik ve dinamik yükler altında taşıma gücü anlayışı ve hesabı. Seminer, IMO İstanbul Şubesi. Keçeli, A. (2010). Sismik yöntem ile zemin taşıma kapasitesi ve oturmasının saptanması. Uygulamalı Yerbilimleri Dergisi, 9(1), 23-41.
  4. Tezcan, S. S., & Ozdemir, Z. (2011). A refined formula for the allowable soil pressure using shear wave velocities. The Open Civil Engineering Journal, 5(1), 1-8
  5. Şimşek, Ç. K., Türk, T., Ödül, H., & Çelik, M. N. (2018). Detection of paragliding fields by GIS. International Journal of Engineering and Geosciences, 3(3), 119-125. https://doi.org/10.26833/ijeg.413833
  6. Kılıçer, S. T., Cömert, Ç., & Akıncı, H. 3B Kent Modelleri İçin Yeni Bir Silüet Analizi Modülünün Geliştirilmesi. Geomatik, 3(3),183-195. https://doi.org/10.29128/geomatik.390081
  7. Oğuz, E., Oğuz, K., & Öztürk, K. (2022). Düzce bölgesi taşkın duyarlılık alanlarının belirlenmesi. Geomatik, 7(3),220-234. https://doi.org/10.29128/geomatik.972343
  8. Dungca, J. R., Concepcion Jr, I., Limyuen, M. C. M., See, T. O., & Vicencio, M. R. (2017). Soil bearing capacity reference for Metro Manila, Philippines. Geomate Journal, 12(32), 5-11.
  9. Al-Maliki, L. A. J., Al-Mamoori, S. K., El-Tawel, K., Hussain, H. M., Al-Ansari, N., & Al Ali, M. J. (2018). Bearing capacity map for An-Najaf and Kufa cities using GIS. Engineering, 10(05), 262-269. https://doi.org/10.4236/eng.2018.105018
  10. Khan, F., & Das, B. (2021, June). Geospatial approach to determine Soil bearing capacity of Nagpur city, Maharashtra India. In IOP Conference Series: Earth and Environmental Science (Vol. 796, No. 1, p. 012069).
  11. IOP Publishing. Hastaoğlu, K. Ö., Göğsu, S., & Gül, Y. (2022). Determining the relationship between the slope and directional distribution of the UAV point cloud and the accuracy of various IDW interpolation. International Journal of Engineering and Geosciences, 7(2), 161-173. https://doi.org/10.26833/ijeg.940997
  12. Dungca, J. R. (2020). A reference for the allowable soil bearing capaci