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Year 2023, Volume: 8 Issue: 3, 310 - 317, 15.10.2023

Ebru Civelekler

https://doi.org/10.26833/ijeg.1212584

Abstract

References

  • 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.
  • Richards Jr, R., Elms, D. G., & Budhu, M. (1993). Seismic bearing capacity and settlements of foundations. Journal of Geotechnical Engineering, 119(4), 662-674.
  • 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.
  • 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
  • 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
  • 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
  • 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
  • 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.
  • 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
  • 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). 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
  • Dungca, J. R. (2020). A reference for the allowable soil bearing capacities in Quezon city, Philippines. Geomate Journal, 19(71), 42-47. https://doi.org/10.21660/2020.71.9203
  • Al-Mamoori, S. K., Al-Maliki, L. A., Al-Sulttani, A. H., El-Tawil, K., & Al-Ansari, N. (2021). Statistical analysis of the best GIS interpolation method for bearing capacity estimation in An-Najaf City, Iraq. Environmental Earth Sciences, 80(20), 683. https://doi.org/10.1007/s12665-021-09971-2
  • Civelekler, E., & Pekkan, E. (2022). The application of GIS in visualization of geotechnical data (SPT-Soil Properties): a case study in Eskisehir-Tepebaşı, Turkey. International Journal of Engineering and Geosciences, 7(3), 302-313. https://doi.org/10.26833/ijeg.980611
  • Akdeniz, E., Güney, Y., Pekkan, E., Avdan, U., Tün, M., & Ecevitoglu, B. (2011). Using Geographical Information Systems in Interpretation of Geo-Engineering Properties of Ground: Yenibaglar and Bahçelievler District Sample in Eskisehir. In 6th International Advanced Technologies Symposium (IATS’11), Elazıg, Turkey.
  • Güney, Y., Ecevitoğlu, B., Pekkan, E., Avdan, U., Tün, M., Kaplan, O., Mutlu, S., & Akdeniz, E. (2013). Evaluation of the geotechnical, structural and geophysical information systems of Eskisehir using GIS Technics. Project No:080240.
  • Ci̇velekler, E., Okur, V. D., & Afacan, K. B. (2021). A study of the local site effects on the ground response for the city of Eskişehir, Turkey. Bulletin of Engineering Geology and the Environment, 80(7), 5589-5607. https://doi.org/10.1007/S10064-021-02285-4
  • Kadhim, M. M., Al-Saoudi, N. K., & Ziboon, A. R. T. (2013). Digital geotechnical maps of Basrah city using geographical information systems technique. Engineering & Technology Journal, 31, 599-617.
  • Castelli, F., & Motta, E. (2012). Seismic Bearing Capacity of Shallow Foundations, Earthquake-Resistant Structures—Design, Assessment and Rehabilitation. InTech. https://www. tandfonline. com/doi/abs/10.1179 Y, 1939787915.
  • Bhunia, G. S., Shit, P. K., & Maiti, R. (2018). Comparison of GIS-based interpolation methods for spatial distribution of soil organic carbon (SOC). Journal of the Saudi Society of Agricultural Sciences, 17, 114–126.

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

Year 2023, Volume: 8 Issue: 3, 310 - 317, 15.10.2023

Ebru Civelekler

https://doi.org/10.26833/ijeg.1212584

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.

Keywords

GIS Allowable Soil Bearing Capacity Shallow Foundations Eskişehir

References

  • 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.
  • Richards Jr, R., Elms, D. G., & Budhu, M. (1993). Seismic bearing capacity and settlements of foundations. Journal of Geotechnical Engineering, 119(4), 662-674.
  • 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.
  • 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
  • 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
  • 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
  • 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
  • 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.
  • 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
  • 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). 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
  • Dungca, J. R. (2020). A reference for the allowable soil bearing capacities in Quezon city, Philippines. Geomate Journal, 19(71), 42-47. https://doi.org/10.21660/2020.71.9203
  • Al-Mamoori, S. K., Al-Maliki, L. A., Al-Sulttani, A. H., El-Tawil, K., & Al-Ansari, N. (2021). Statistical analysis of the best GIS interpolation method for bearing capacity estimation in An-Najaf City, Iraq. Environmental Earth Sciences, 80(20), 683. https://doi.org/10.1007/s12665-021-09971-2
  • Civelekler, E., & Pekkan, E. (2022). The application of GIS in visualization of geotechnical data (SPT-Soil Properties): a case study in Eskisehir-Tepebaşı, Turkey. International Journal of Engineering and Geosciences, 7(3), 302-313. https://doi.org/10.26833/ijeg.980611
  • Akdeniz, E., Güney, Y., Pekkan, E., Avdan, U., Tün, M., & Ecevitoglu, B. (2011). Using Geographical Information Systems in Interpretation of Geo-Engineering Properties of Ground: Yenibaglar and Bahçelievler District Sample in Eskisehir. In 6th International Advanced Technologies Symposium (IATS’11), Elazıg, Turkey.
  • Güney, Y., Ecevitoğlu, B., Pekkan, E., Avdan, U., Tün, M., Kaplan, O., Mutlu, S., & Akdeniz, E. (2013). Evaluation of the geotechnical, structural and geophysical information systems of Eskisehir using GIS Technics. Project No:080240.
  • Ci̇velekler, E., Okur, V. D., & Afacan, K. B. (2021). A study of the local site effects on the ground response for the city of Eskişehir, Turkey. Bulletin of Engineering Geology and the Environment, 80(7), 5589-5607. https://doi.org/10.1007/S10064-021-02285-4
  • Kadhim, M. M., Al-Saoudi, N. K., & Ziboon, A. R. T. (2013). Digital geotechnical maps of Basrah city using geographical information systems technique. Engineering & Technology Journal, 31, 599-617.
  • Castelli, F., & Motta, E. (2012). Seismic Bearing Capacity of Shallow Foundations, Earthquake-Resistant Structures—Design, Assessment and Rehabilitation. InTech. https://www. tandfonline. com/doi/abs/10.1179 Y, 1939787915.
  • Bhunia, G. S., Shit, P. K., & Maiti, R. (2018). Comparison of GIS-based interpolation methods for spatial distribution of soil organic carbon (SOC). Journal of the Saudi Society of Agricultural Sciences, 17, 114–126.
There are 23 citations in total.

Details

Primary Language English
Journal Section Articles
Authors

Ebru Civelekler 0000-0002-5528-3453

Early Pub Date May 8, 2023
Publication Date October 15, 2023
Published in Issue Year 2023 Volume: 8 Issue: 3

Cite

APA Civelekler, 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, 8(3), 310-317. https://doi.org/10.26833/ijeg.1212584
AMA Civelekler E. Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye. IJEG. October 2023;8(3):310-317. doi:10.26833/ijeg.1212584
Chicago Civelekler, Ebru. “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 8, no. 3 (October 2023): 310-17. https://doi.org/10.26833/ijeg.1212584.
EndNote Civelekler E (October 1, 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 8 3 310–317.
IEEE E. Civelekler, “Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye”, IJEG, vol. 8, no. 3, pp. 310–317, 2023, doi: 10.26833/ijeg.1212584.
ISNAD Civelekler, Ebru. “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 8/3 (October 2023), 310-317. https://doi.org/10.26833/ijeg.1212584.
JAMA Civelekler E. Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye. IJEG. 2023;8:310–317.
MLA Civelekler, Ebru. “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, vol. 8, no. 3, 2023, pp. 310-7, doi:10.26833/ijeg.1212584.
Vancouver Civelekler E. Using GIS for the allowable soil bearing capacity estimation according to the Terzaghi (1943) equation in Eskişehir city center, Türkiye. IJEG. 2023;8(3):310-7.