Journals / İstanbul Yerbilimleri Dergisi / 2026 / 2021 - Cilt 31, Sayı 1

JEOFİZİK ve JEOTEKNİK YAKLAŞIMLAR ile YAMAÇ DURAYSIZLIĞI ETKİLERİNİN İNCELENMESİ-TÜRKİYEDEN BİR ÖRNEK

Mehmet Bayram(BAYRAM Mühendislik ve Sondajcılık)
Nuray Alpaslan(BATMAN ÜNİVERSİTESİ)0000-0001-6430-1222
Pages
21–41
Publication Date
2021-02-16
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

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

It is believed that there are stability problems in the slope because of the lithology and the heterogeneous nature of the slope rubble unit in horizontal and vertical directions, where the slope is steep.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In landslide and slope instability studies, geophysical and geotechnical methods are applied together to investigate geological problems.
📊
Key Findings & Data:ERT data were obtained with a multi-electrode electrical resistivity system by using the 8-channel 84-electrode AGI R8 device that can measure resistivity.
💡
Conclusion & Impact:It is believed that there are stability problems in the slope because of the lithology and the heterogeneous nature of the slope rubble unit in horizontal and vertical directions, where the slope is steep.
🔬Design:Araştırma Makalesi
📍Scope:Comprehensive Sample
⚙️Variables:2D-Elektrik rezistivte tomografi (ERT) · Kaya kalitesi (RQD) · Sismik kırılma

Özet

In landslide and slope instability studies, geophysical and geotechnical methods are applied together to investigate geological problems. This is because the application of geotechnical methods requires more time and costs compared to geophysical methods. In this research, electric resistivity tomography (ERT), seismic refraction, and geotechnical studies were carried out together in an area located in the Artuklu district of Mardin province in Turkey, where slope instabilities and rockfalls have already occurred. To determine the physico-mechanical properties, thickness, seismic velocity, and resistivity of the units constituting the slope rubble, six geotechnical boreholes were drilled in the study area and geophysical studies were carried out in three profiles. ERT data were obtained with a multi-electrode electrical resistivity system by using the 8-channel 84-electrode AGI R8 device that can measure resistivity. Also, the Schlumberger method was applied to the data. Seismic refraction measurements were performed on a profile with a length of 57.5 meters. The measurements in the area were carried out and recorded with Seismodule Controller Software Ver. 9.28. It is believed that there are stability problems in the slope because of the lithology and the heterogeneous nature of the slope rubble unit in horizontal and vertical directions, where the slope is steep.

🔖

Cite This Article

Bayram, M., Alpaslan, N. (2021). JEOFİZİK ve JEOTEKNİK YAKLAŞIMLAR ile YAMAÇ DURAYSIZLIĞI ETKİLERİNİN İNCELENMESİ-TÜRKİYEDEN BİR ÖRNEK. İstanbul Yerbilimleri Dergisi, 2021 - Cilt 31, Sayı 1, 21–41. https://ajindex.com/articles/1418468

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (4)

  1. Abidin, M.H.Z., Saad, R., Ahmad, F., Wijeyesekera, D.C., & Baharuddin, M.F.T., 2012. Seismic refraction investigation on near surface landslides at the Kundasang area in Sabah, Malaysia. Procedia Engineering, 50, 516-531.
  2. Holtz, W.G., Gibbs, H.J. (1956). Engineering properties of expansive clays, Transactions, ASCE, 121, 641-677.
  3. Crawford, M. M., Zhu, J., & Webb, S. E. (2015). Geologic, geotechnical, and geophysical investigation of a shallow landslide, eastern Kentucky. Environmental & Engineering Geoscience, 21(3), 181-195.
  4. Bienıawskı, Z. T., 1975. The point-load test in geotechnical practice, Engineering Geology, 9, M lpp.