Skip to main content
Log in

Investigation of the nature of slip surface using geochemical analyses and 2-D electrical resistivity tomography: a case study from Lapseki area, NW Turkey

  • Original Article
  • Published:
Environmental Geology

Abstract

The nature and subsurface structure of the slip surface of a landslide was studied on the basis of geochemical analyses and 2-D electrical resistivity tomography (ERT) survey. Head scarp and lateral slip surfaces of the landslide marked by clear slickensided shear planes were composed of the average amounts of clayey silt (32.5%) and sand (67.5%). Energy dispersive X-ray spectroscopy (EDX) data revealed the enrichment of Si (23.24%), Fe (12.2%), Al (9.51%) and C (8.34%) in the elemental composition of the disturbed slip surface. From X-ray diffractometry (XRD) data, six main clay types were determined, such as Volkonskoite, Halloysite, Ferrosilite, Saponite, Illite and Nontronite. The ERT survey displayed that the landslide developed as a reactivation on the upper part of an old landslide body.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

References

  • Abdul Nassir SS, Loke MH, Lee CH, Nawawi MNM (2000) Salt-water intrusion mapping by geoelectrical imaging surveys. Geophys Prospect 48:647–661

    Article  Google Scholar 

  • Ardos M (1980) 8 February 1974 Karabük landslide (in Turkish). J Geogr Inst Istanbul Univ 23:47–55

    Google Scholar 

  • Atabey E, Ilgar A, Sakitaş A (2004) Middle-Upper Miocene stratigraphy of the Çanakkale basin, Çanakkale, NW Turkey. Bull Mineral Res Explor 128:79–97

    Google Scholar 

  • Bateyneh AT, Al-Diabat AA (2002) Application of a two-dimensional electrical tomography technique for investigating landslides along the Amman-Dead Sea highway, Jordan. Environ Geol 42:399–403

    Article  Google Scholar 

  • Beresnev IA, Hruby CE, Davis CA (2002) The use of multi-electrode resistivity imaging in gravel prospecting. J Appl Geophys 49:245–254

    Article  Google Scholar 

  • Boyoucous GJ (1963) Directions for making mechanical analyses of soil by hydrometer method. Soil Sci 42:25–30

    Google Scholar 

  • Cruden DM, Varnes DJ (1996) Landslides types and processes. In: Turner AK, Schuster RL (eds) Landslides: investigation and mitigation. Special Report 247. Transportation Research Board. National Research Council, Washington, DC, pp 36–75

    Google Scholar 

  • Dikau R, Brunsden D, Schrott L, Ibsen ML (eds) (1996) Landslide recognition: identification, movement and Causes. IAG Publication Series no. 5, Wiley, New York, 251p

  • Drahor MG, Göktürkler G, Berge MA, Kurtulmus TÖ (2006) Application of electrical resistivity tomography technique for investigation of landslides: a case from Turkey. Environ Geol 50:147–155

    Article  Google Scholar 

  • Drahor MG, Göktürkler G, Berge MA, Kurtulmuş TÖ, Tuna N (2007) 3D resistivity imaging from an archaeological site in south-western Anatolia: a case study. Near Surf Geophys 5:195–201

    Article  Google Scholar 

  • Ekinci YL, Demirci A, Ertekin C (2008) Delineation of the seawater-freshwater interface from the coastal alluvium of Kaleköy-Gökçeada, NW Turkey. J Appl Sci 8:1977–1981

    Article  Google Scholar 

  • Erginal AE, Türkes M, Ertek TA, Baba A, Bayrakdar C (2008) A geomorphological investigation of the excavation induced Dundar Landslide, Turkey. Geogr Ann Ser A Phys Geog (in press)

  • Ertek TA (1999) Kandıra-Arıklar landslide (20 October 1997), in Turkish. Geogr J Istanbul Univ 7:87–103

    Google Scholar 

  • Gillott JE (1987) Clay in engineering geology. Elsevier, New York

    Google Scholar 

  • Griffiths DH, Barker RD (1994) Electrical imaging in archaeology. J Archaeol Sci 21:153–158

    Article  Google Scholar 

  • Horton RE (1945) Erosional development of streams and their drainage basins; hydrophysical approach to quantitative morphology. Geol Soc Am Bull 56:275–370

    Article  Google Scholar 

  • Hutchinson JN (1988) Morphological and geotechnical parameters of landslides in relation to geology and hydrogeology. In: Bonnard C (ed) Landslides, Proceedings of the 5th International Symposium on Landslides, Lausanne. Balkema, Rotterdam, pp 3–35

    Google Scholar 

  • Koor NP, Parry S, Yin JH (2000) The shear strength of infilled and slicksided discontinuities of some Hong Kong saprolites. Eng Geol HK 2000:187–192

    Google Scholar 

  • Lapenna V, Lorenzo P, Perrone A, Piscitelli S, Sdao F, Rizzo E (2003) High-resolution geoelectrical tomographies in the study of Giarrossa landslide (southern Italy). Bull Eng Geol Environ 62:259–268

    Article  Google Scholar 

  • Loke MH, Barker RD (1996) Rapid least-squares inversion of apparent resistivity pseudosections using a quasi-Newton method. Geophys Prospect 44:131–152

    Article  Google Scholar 

  • Ocakoğlu F, Gökçeoğlu C, Ercanoğlu M (2002) Dynamics of a complex mass movement triggered by heavy rainfall: a case study from NW Turkey. Geomorphology 42:329–341

    Article  Google Scholar 

  • Sağlamer A (1991) Landslide induced by natural gas pipeline in entrance of Marmara Sea: precautions for re-stabilization. In: Proceedings of 11th National Landslide Symposium (in Turkish), Karadeniz Technical University, pp 22–37

  • Shuzui H (2001) Process of slip surface development and formation of slip surface clay in landslide in Tertiary volcanic rocks, Japan. Eng Geol 61:199–219

    Article  Google Scholar 

  • Skempton AW, Petley DJ (1967) The strength along structural discontinuities in stiff clays. In: Proceedings of Geotechnical Conference, Oslo, vol 2, pp 29–46

  • Suziki K, Higashi S (2001) Groundwater flow after heavy rain in landslide-slope area from 2-D inversion of resistivity monitoring data. Geophysics 66:733–743

    Article  Google Scholar 

  • Morgenstern NR, Tchalenko, JS (1967) Microstructural observations on shear zones from slips in natural clays. In: Proceedings of Geotechnical Conference, Oslo, vol 1, pp 147–152

  • Thevanayagam S (1998) Effects of fines and confining stress on undrained shear strength of silty sands. J Geotech Geoenviron Eng 124(6):479–491

    Article  Google Scholar 

  • Türkeş M (1996) Spatial and temporal analysis of annual rainfall variations in Turkey. Int J Climat 16:1057–1076

    Article  Google Scholar 

  • Türkeş M, Erginal AE, Tatli H, Sariş F, Bayrakdar C (2006) Ambaroba landslide: an anthropogenetically triggered rotational landslide in NW-Anatolia, Çanakkale, Turkey. In: Proceedings of International Çanakkale Congress, Istanbul, vol 2, pp 537–542

  • Uzun A (1987) Pınarlı landslide. J Geomorphol 15:91–96 (in Turkish)

    Google Scholar 

  • Vallejo LE, Mawby R (2000) Porosity influence on the shear strength of granular material–clay mixtures. Eng Geol 58:125–136

    Article  Google Scholar 

  • Varnes DJ (1978) Slope movements: types and processes. In: Schuster RL and Krizek RJ (eds) Landslides: analysis and control. Transportation Research Board, National Research Council, Special Report 176, Washington, DC, pp 11–33

  • Wang G, Sassa K (2003) Pore-pressure generation and movement of rainfall-induced landslides: effects of grain size and fine-particle content. Eng Geol 69:109–125

    Article  Google Scholar 

  • Wen BP, Aydin A (2003) Microstructural study of a natural slip zone: quantification and deformation history. Eng Geol 68:289–317

    Article  Google Scholar 

  • Wen BP, Duzgoren-Aydin NS, Aydin A (2004) Geochemical characteristics of the slip zone of a landslide in granitic saprolite, Hong Kong: implications for their development and microenvironments. Env Geol 47:140–154

    Article  Google Scholar 

  • Yilmaz Y, Karacik Z (2001) Geology of the northern side of the Gulf of Edremit and its tectonic significance for the development of the Aegean grabens. Geodin Acta 14:31–43

    Article  Google Scholar 

  • Yilmazer İ, Yilmazer Ö, Saraç C (2003) Case history of controlling a major landslide at Karandu, Turkey. Eng Geol 70:47–53

    Article  Google Scholar 

  • Youd TL, Gilstrap SG (1999) Liquefaction and deformation of silty and fine-grained soils. In: Proceedings 2nd International Conference on Earthquake Geotechnical Engineering Lisbon, Portugal, vol 3, pp 1013–1020

Download references

Acknowledgments

We thank Ercan Bilir and Muhammed Zeynel Öztürk for fieldwork assistance and Ali Sungur for his effort in grain-size analyses. Drs. Emin U. Ulugergerli and Süha Özden are thanked for their useful suggestions. We also thank Dr. Tolga Bekler for his permission to use the resistivity meter in this research. This study was carried out thanks to the financial support provided by Çanakkale Onsekiz Mart University Research Foundation (Project number: 2008/32). Journal reviewers are thanked for their valuable comments that greatly improved the paper.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ahmet Evren Erginal.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Erginal, A.E., Öztürk, B., Ekinci, Y.L. et al. Investigation of the nature of slip surface using geochemical analyses and 2-D electrical resistivity tomography: a case study from Lapseki area, NW Turkey. Environ Geol 58, 1167–1175 (2009). https://doi.org/10.1007/s00254-008-1594-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00254-008-1594-4

Keywords

Navigation