Skip to main content
Log in

Geotechnical evaluation of Ankara clay as a compacted clay liner

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

This study investigates the geotechnical properties, and mineralogical and permeability characteristics of “Ankara clay” to evaluate its suitability as a compacted clay landfill liner material. The geotechnical index properties of the clayey soil samples collected from the western part of Ankara were determined. All the soil samples were tested for permeability by means of falling head compaction permeameter apparatus. The mineralogy of the soil samples were examined by X-ray diffraction and scanning electron microscope analyses. The cation exchange capacities of the soil samples were determined by the methylene blue adsorption test in order to determine the presence of swelling clay minerals in the soil samples. The influences of the geotechnical indices and mineralogy of Ankara clay on the hydraulic conductivity were investigated. Several landfill profiles containing various compacted clayey lining systems were simulated by the Hydrologic Evaluation of Landfill Performance model. All the soil samples tested led to hydraulic conductivities lower than the suggested regulatory limits (1 × 10−9 m/s) and therefore, are suitable to be utilized as compacted clay liners in potential sanitary landfill sites. Recommendations regarding field construction of the compacted clay liner are provided.

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
Fig. 8
Fig. 9

Similar content being viewed by others

References

  • Acar Y, Oliveri I (1990) Pore fluid effects on the fabric and hydraulic conductivity of laboratory-compacted clay. Transportation Research Record 1219, Transportation Record Board, pp 144–159

  • AFNOR (1980) Essai au bleu de methylene. AFNOR 80181, Paris La Defence, pp 18–592

  • Akyürek B, Bilginer E, Akbaş B, Pehlivan E (1984) Ankara-Elmadağ-Kalecik dolayının temel jeolojik özellikleri. Chamb Geol Eng Bull 20:31–46 (in Turkish)

    Google Scholar 

  • Aras İA (1991) Clay mineralogy and sedimentological features of the Late Pliocene sediments in Ankara area. M.S. thesis, Middle East Technical University, Department of Geological Engineering, 123 p (unpublished)

  • Aras İA, Türkmenoğlu AG, Hakyemez HY (1991) The mineralogy and depositional environment of Ankara clay. V. Ulusal Kil Sempozyumu Bildiriler Kitabı. In: Zor M (ed) Eskisehir Anadolu Üniversitesi, pp 87–101

  • ASTM D422-63R07 (2007) Test method for particle-size analysis of soils. Annual book of ASTM standards, section 4, vol 04.08, soil and rock; building stones. ASTM International, West Conshohocken

  • ASTM D698-12 (2012) Test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). Annual book of ASTM standards, section 4, vol 04.08, soil and rock; building stones. ASTM International, West Conshohocken

  • ASTM D854-10 (2010) Test methods for specific gravity of soil solids by water pycnometer. Annual book of ASTM Standards, section 4, vol 04.08, soil and rock; building stones. ASTM International, West Conshohocken

  • ASTM D4318-10 (2010) Test methods for liquid limit, plastic limit, and plasticity index of soils. Annual book of ASTM standards, section 4, vol 04.08, soil and rock; building stones. ASTM International, West Conshohocken

  • ASTM D5856-95R07 (2007) Test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter. Annual book of ASTM standards, section 4, vol 04.08, soil and rock; building stones. ASTM International, West Conshohocken

  • ASTM D2487-11 (2011) Practice for classification of soils for engineering purposes (Unified Soil Classification System). Annual book of ASTM standards, section 4, vol 04.08, soil and rock; building stones. ASTM International, West Conshohocken

  • Benson C, Daniel D (1990) Influence of clods on hydraulic conductivity of compacted clay. J Geotech Eng ASCE 116:1231–1248

    Article  Google Scholar 

  • Benson C, Zhai H, Wang X (1994) Estimating the hydraulic conductivity of compacted clay liners. J Geotech Eng ASCE 120:366–387

    Article  Google Scholar 

  • Birand A (1963) Study characteristics of Ankara clays showing swelling properties. M.S. thesis, Middle East Technical University, Department of Civil Engineering, Ankara, 39 p (unpublished)

  • Birand A (1965) Killi zeminlerin şişme potansiyellerinin teorik ve pratik yönlerden incelenmesi. ODTÜ Mühendislik Fakültesi Yayınları, Yayın No. 9, 21 s (in Turkish)

  • Biscaye PE (1965) Mineralogy and sedimentation of recent deep-sea clay in the Atlantic Ocean and adjacent seas and oceans. GSAB 76:803–832

    Article  Google Scholar 

  • Bjerrum L, Huder J (1954) Measurement of the permeability of compacted clays. In: Proceedings of the 4th international conference on soil mechanics and foundation engineering, London, vol 1, pp 6–8

  • Bonaparte R, Giroud JP, Gross BA (1989) Rates of leakage through landfill liners. In: Proceedings of geosynthetics 89 conference, San Diego, California. Industrial Fabrics Association International (IFAI), Minnesota, pp 18–29

  • Brindley GW, Kurtossy SS (1961) Quantitative determination of kaolinite by XRD. Am Miner 46:1205–1215

    Google Scholar 

  • Çokça E (1991) Swelling potential of expansive soils with a critical appraisal of the identification of swelling of Ankara soils by methylene blue tests. Ph.D. thesis, Middle East Technical University, Ankara, Turkey, 354 p

  • D’Appolonia D (1980) Soil-bentonite slurry trench cutoffs. J Geotech Eng ASCE 106:399–417

    Google Scholar 

  • Daniel D (1987) Earthen liners for land disposal facilities. In: Geotechnical practice for waste disposal 87, GSP, vol 13. ASCE, pp 21–39

  • Daniel D (1990) Summary review of construction quality control for earthen liners. In: Bonaparte R (ed) Waste containment systems: construction, regulation, and performance, GSP, vol 26. ASCE, pp 175–189

  • Daniel D, Benson C (1990) Water content density criteria for compacted soil liners. J Geotech Eng ASCE 116:1811–1830

    Article  Google Scholar 

  • Das BM (1979) Introduction to soil mechanics. Iowa State University Press, Ames

    Google Scholar 

  • Erol O (1954) Ankara civarının jeolojisi hakkında rapor. MTA Rapor No. 2491, Ankara (in Turkish)

  • Garcia-Bengochea I, Lovell C, Altschaeffi A (1979) Pore distribution and permeability of silty clays. J Geotech Eng Div ASCE 105:839–856

    Google Scholar 

  • Giroud JP, Bonaparte R (1989a) Leakage through liners constructed with geomembranes-part I, geomembrane liners. Geotext Geomembr 8:27–67

    Article  Google Scholar 

  • Giroud JP, Bonaparte R (1989b) Leakage through liners constructed with geomembranes-part II, composite liners. Geotext Geomembr 8:71–111

    Article  Google Scholar 

  • Gordon M, Huebner P, Kmet P (1990) An evaluation of the performance of four clay lined landfills in Wisconsin. In: Proceedings of the seventh annual waste conference. University of Wisconsin-Madison, Wisconsin, pp 399–460

  • Keller WD, Reynolds RC (1986) Morphology of clay minerals in the smectite to illite conversion series by SEM. Clays Clay Miner 34(2):187–197

    Article  Google Scholar 

  • Kenney T, Veen M, Swallow M, Sungaila M (1992) Hydraulic conductivity of compacted bentonite–sand mixtures. Can Geotech J 29:364–374

    Article  Google Scholar 

  • Koçyiğit A, Türkmenoğlu AG (1991) Geology and mineralogy of the so-called ‘‘Ankara Clay” formation: a geological approach to the “Ankara Clay” problem. V. Ulusal Kil Sempozyumu Bildiriler Kitabı. In: Zor M (ed) Eskişehir Anadol u Üniversitesi, pp 112–126

  • Lambe T (1954) The permeability of compacted bentonite fine-grained soils. Special Technical Publication No. 163, ASTM, Philadelphia, pp 56–67

  • Lambe T (1958a) The structure of compacted clay. J Soil Mech Found Div ASCE 84(SM2):1654-1–1654-34

  • Lambe T (1958b) The engineering behavior of compacted clay. J Soil Mech Found Div ASCE 84(SM2):1655-1–1655-35

  • McCrone WC, Delly JG (1973) The particle atlas. Edition 2, volume I, principles and techniques. Ann Arbor Science, Ann Arbor

  • Mesri G, Olson R (1971) Mechanisms controlling the permeability of clays. Clays Clay Miner 19:151–158

    Article  Google Scholar 

  • Met İ (1999) Engineering geological assessment of clayey soils in Ankara for being utilized as compacted clay liners. M.S. thesis, Middle East Technical University, Department of Geological Engineering, Ankara, Turkey

  • Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. Wiley, New Jersey 652 p

    Google Scholar 

  • Mitchell J, Hooper D, Campanella R (1965) Permeability of compacted clay. J Soil Mech Found Div ASCE 91:41–65

    Google Scholar 

  • Ordemir İ, Alyanak T, Birand A (1965) Report on Ankara clay. METU Faculty of Engineering Publication, Publication No. 12, Ankara, p 30

  • Reed SJB (1996) Electron microprobe analysis and scanning electron microscopy in geology. Cambridge University Press, Cambridge

    Google Scholar 

  • Republic of Turkey, Ministry of Environment and Forestry (2010). http://www.mevzuat.adalet.gov.tr/html/20743.html. Accessed April 2010

  • Rowe RK, Quigley RM, Brachman RWI, Booker JR (2004) Barrier systems for waste disposal facilities, 2nd edn. Spon Press, London

    Google Scholar 

  • Rytwo G, Serban C, Nir S, Margulies L (1991) Use of methylene blue and crystal violet for determination of exchangeable cations in montmorillonite. Clays Clay Miner 39(5):551–555

    Article  Google Scholar 

  • Schroeder PR, Dozier TS, Zappi PA, McEnroe BM, Sjostrom JW, Peyton RL (1994) The Hydrologic Evaluation of Landfill Performance (HELP) model, engineering documentation for version 3. Risk Reduction Engineering Laboratory, Office of Research and Development, US Environmental Protection Agency, Cincinnati, Report No. EPA/600/R-94/168b

  • Stapel EE, Verhoef PNW (1989) The use of the methylene blue adsorption test in assessing the quality of basaltic tuff rock aggregate. Eng Geol 26:223–246

    Article  Google Scholar 

  • Tanner, M. Jackson S (1947) Soil sciences of America Proceedings, 12, 60 pp

  • USEPA (1993) Criteria for municipal solid waste landfills (MSWLF criteria). 40 CFR, Part 258, Cincinnati, Ohio

  • Verhoef PNW (1992) The methylene blue adsorption tests applied to geomaterials. Memoirs of the Center of Engineering Geology in Netherlands, Delft University of Technology, 101, GEOMAT.02

  • Wallace RB, Akgün H (1994) Leakage in double liner systems: the containment objective. In: Christensen TH, Cossu R, Stegmann R (eds) Chapter 2 in landfilling of waste: barriers. E & FN Spon, London, pp 81–89

Download references

Acknowledgments

This work is supported by the Middle East Technical University (METU) Research Fund Project No. AFP-97-03-09-01. Thanks are due to Dr. A. Pırıl Önen-Hall, Mr. Arif Mert Eker, and Mr. Selim Cambazoğlu for their kind assistance in drafting some of the illustrations in this manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Haluk Akgün.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Met, İ., Akgün, H. Geotechnical evaluation of Ankara clay as a compacted clay liner. Environ Earth Sci 74, 2991–3006 (2015). https://doi.org/10.1007/s12665-015-4330-x

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12665-015-4330-x

Keywords

Navigation