Journals / International Journal of Engineering and Geosciences / 2022 / Volume: 7 Issue: 3

The application of GIS in visualization of geotechnical data (SPT-Soil Properties): a case study in Eskisehir-Tepebaşı, Turkey

Ebru Civelekler(ESKİŞEHİR OSMANGAZİ ÜNİVERSİTESİ, MÜHENDİSLİK-MİMARLIK FAKÜLTESİ)0000-0002-5528-3453
Emrah Pekkan(ESKİŞEHİR TEKNİK ÜNİVERSİTESİ, YER VE UZAY BİLİMLERİ ENSTİTÜSÜ)0000-0002-9414-8887
Pages
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Publication Date
2022-10-15
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Therefore, the 3D visuals and maps established in the scope of this study may provide preliminary information to the researchers and pragmatists in the area.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Recently, three-dimensional visualization of soil characteristics has been widely used in geotechnical engineering applications.
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Key Findings & Data:In this study, the 3-D visualization of Tepebaşı area soils, the province of Eskişehir, is prepared using SPT data, soil classes through Environmental Visualization System-Mining Visualization System (EVS-MVS) programs.
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Conclusion & Impact:Therefore, the 3D visuals and maps established in the scope of this study may provide preliminary information to the researchers and pragmatists in the area.
🔬Design:Research Article
📍Scope:2018 Verileri
⚙️Variables:Local soil classes map · Geographic information system · 3-dimensional soil class

Abstract

Recently, three-dimensional visualization of soil characteristics has been widely used in geotechnical engineering applications. In this study, the 3-D visualization of Tepebaşı area soils, the province of Eskişehir, is prepared using SPT data, soil classes through Environmental Visualization System-Mining Visualization System (EVS-MVS) programs. Moreover, the local soil conditions were classified according to the Turkish Earthquake Code 2018 and digitized using Geographical Information Systems (GIS) and the data observed by the field and laboratory tests. The local soil conditions are observed utilizing the map classified according to the Turkish Earthquake Code 2018. By taking these 3D visuals and maps into consideration, it is determined that soil is alluvial. The ground water level is high, especially in the city center; the local soil type is ZD, ZE and ZF, according to the Turkish Earthquake Code (2018). Examination of the 3D visuals and maps reveal soil’s the changing soil profile with a gradual gradation from fine grain soil (clayey and silty) at the surface; to coarse grain soil (sandy and gravelly). Therefore, the 3D visuals and maps established in the scope of this study may provide preliminary information to the researchers and pragmatists in the area.

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Cite This Article

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, Volume: 7 Issue: 3. https://doi.org/10.26833/ijeg.980611

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References (27)

  1. Akdeniz E, Mutlu S, Pekkan E, Tun M, Avdan U, Guney Y, Tuncan A (2011). Determination of 3D Modelling Method of Soil Classes. International Geoconference SGEM11, Albena, Bulgaria. https://doi.org/10.5593/SGEM2011/S02.112
  2. Altunel E & Barka A (1998). Neotectonic activity of Eskişehir Fault Zone between İnonu and Sultandere. Geo. Bull. Turk. 41: 41–52.
  3. Avdan U & Alkış A (2011). Development of an Integrated Spatial Database Model of Natural Disasters. Electr. J. Map. Tech. 3 (1):17-26.
  4. Azaronak N (2015). Building 3D models from geotechnical data, Master of Science Thesis in Geoinformatics. School of Architecture and the Built Environment Royal Institute of Technology (KTH) Stockholm, Sweden.
  5. Balasubramani D P & Dodagoudar G. R. (2020). Modelling the spatial variability of Standard Penetration Test data for Chennai City using kriging and product-sum model. Geomechanics and Geoengineering,114. doi:10.1080/17486025.2019.1707884
  6. Chacon J, Irigaray C, Fernandez T, El Hamdouni R (2006). Engineering geology maps: landslides and geographical information systems. Bull Eng Geol Environ No 65(4), pp.341-411.
  7. Civelekler E, Okur D V, Afacan K B (2021). A study of the local site effects on the ground response for the city of Eskişehir Turkey, Bull Eng Geol Env, https://Doi.Org/10.1007/S10064-021-02285-4
  8. Cinicioglu S F, Öztoprak S, Keleşoğlu M K (2003). Importance of Microzonation Studies in Settlement Suitability Studies and Standardization Requirement.
  9. Güney Y, Ecevitoğlu B, Pekkan E, Avdan U, Tün M, Kaplan O, Mutlu S, Akdeniz E (2013). Evalulation of the Geotechnical, Structural and Geophysical Information Systems of Eskisehir Using GIS Technics, Project No:080240.
  10. Hack R, Orlic B, Ozmutlu S, Zhu S, Rengers N (2006). Three and more dimensional modelling in geo-engineering. Bull. Eng. Geol. and the Env. 65 (2):143-153. https://doi.org/10.1007/s10064-005-0021-2
  11. Kolat C, Doyuran V, Ayday C, & Suzen M L (2006). Preparation of a geotechnical microzonation model using geographical information systems based on multicriteria decision analysis. Eng Geol No 87(34) 2006, 241-255.
  12. Marache A, Dubost J, Breysse D, Denis A & Dominique S (2009). Understanding subsurface geological and geotechnical complexity at various scales in urban soils using a 3D model. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 3, No. 4, December 2009, doi:10.1080/17499510802711994
  13. Mhaske S Y, Choudhury D (2010). GIS-based soil liquefaction susceptibility map of Mumbai city for earthquake events. J. Appl. Geophys. 70 (3):216-225 https://doi.org/10.1016/j.jappgeo.2010.01.001
  14. MEER. (2006). Microzonation and hazard vulnerability studies for disaster mitigation: Eskisehir preliminary disaster mitigation plan. ABS Consultancy, Alter International and Ucer Consultancy, Republic of Turkey Prime Ministry Project Implementation Unit, Ankara, Turkey
  15. Ocakoğlu F, Altunel E, Yalcıner C (2005) Stratigraphical, Sedimentological and Morphological Properties of Eskisehir, Turkey in Neo-tectonic Era: Eskisehir Osmangazi University Scientific Research Report, Eskisehir
  16. Ocakoglu F (2007). A re-evaluation of the Eskisehir Fault Zone as a recent extensional structure in NW Turkey, J. Asian Earth Sci., 31(2), 91–103. https://doi.org/10.1016/j.jseaes.2007.05.002
  17. Orhan A (2005). The geo-engineering properties of foundation soils in southern part of Eskisehir city center and applying of geographic information system (in Turkish with English abstract). Ph.D. Thesis, Graduate School of Natural and Applied Sciences, Eskisehir Osmangazi University, Eskisehir
  18. Orhan A, Seyrek E & Tosun H (2007). A probabilistic approach for earthquake hazard assessment of the Province of Eskisehir, Turkey, Nat. Hazards Earth Syst. Sci., 7, 607–614, https://doi.org/10.5194/nhess-7-607-2007
  19. Orhan A & Tosun H (2010). Visualization of geotechnical data by means of geographic information system: A case study in Eskisehir city (NW Turkey). Environ Earth Sci No 61 2009, pp.455-465.
  20. Pereira P E C, Rabelo M N, Ribeiro C C & Diniz-Pinto H S (2017). Geological modeling by an indicator kriging approach applied to a limestone deposit in Indiara city - Goiás. REM - International Engineering Journal, No. 70 Vol. 3, pp.331–337, doi:10.1590/0370-44672016700113
  21. Rackwitz R (2000). Reviewing probabilistic soils modelling. Computers and Geotechnics, No 26, pp.199-223.
  22. Rockworks (2010). Rockworks Users' Manual
  23. Seyitoğlu G, Ecevitoğlu B, Kaypak B, Güney Y, Tün M, Esat, K, Avdan U, Temel A, Çabuk A, Telsiz S, Uyar Aldaş G (2015). Determining the main strand of the Eskişehir strike-slip fault zone using subsidiary structures and seismicity: a hypothesis tested by seismic reflection studies. Turkish Journal of Earth Sciences, 24, 1-20. https://doi.org/10.3906/yer-1406-5
  24. Sivrikaya O & Toğrol E (2007). Relationships between SPT-N value and Undrained Shear Strength of Fine-grained Soils in Turkey. İMO Technical Journal:4229-4246.
  25. Tosun H & Orhan A (2007). Use of Programs of Geographıc Information System in Determination of Geo-Engineering Propertıes of Settlement Area: A Case Study. Eng&ArchFac Eskisehir Osmangazi University XX (No:2):43-64.
  26. Turkish Building Earthquake Code (TEC 2018). Ministry of Public Works and Settlement. Specification for Structures to be Built in Disaster Areas, Government of Republic of Turkey
  27. Yilmaz I (2007). GIS based susceptibility mapping of karst depression in gypsum: a case study from Sivas basin (Turkey). Eng. Geol. 90(1–2):89–103. https://doi.org/10.1016/j.enggeo.2006.12.004