Acknowledgement
Supported by : Scientific and Technical Research Council of Turkey
References
- Ashmawy, A.K., El-Hajji, D., Sotelo, N. and Muhammad, N. (2002), "Hydraulic performance of untreated and polymertreated bentonite in inorganic landfill leachates", Clay. Clay Miner., 50(5), 546-552. https://doi.org/10.1346/000986002320679288
- ASTM:D422-63. (2007), Standard Test Method for Particle-Size Analysis of Soils, ASTM International, West Conshohocken, Pennsylvania, U.S.A.
- ASTM:D4318-05. (2005), Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM International, West Conshohocken, Pennsylvania, U.S.A.
- ASTM:D5890-11. (2011), Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners, ASTM International, West Conshohocken, Pennsylvania, U.S.A.
- ASTM:D6766-12. (2014), Standard Test Method for Evaluation of Hydraulic Properties of Geosynthetic Clay, ASTM International, West Conshohocken, Pennsylvania, U.S.A.
- ASTM:D7503-10. (2010), Standard Test Method for Measuring the Exchange Complex and Cation Exchange Capacity of Inorganic Fine-Grained Soils, ASTM International, West Conshohocken, Pennsylvania, U.S.A.
- Benson, C.H., Gulec, S.B. and Edil, T.B. (2005), "Effect of acidic mine drainage on the polymer properties of an HDPE geomembrane", J. Geotech. Geoenviron. Eng., 131(8), 937-950. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:8(937)
- Benson, C.H. and Trast, J.M. (1995), "Hydraulic conductivity of thirteen compacted clays", Clay. Clay Miner., 43(6), 669-681. https://doi.org/10.1346/CCMN.1995.0430603
- Benson, C.H., Zhai, H. and Wang, X. (1994), "Estimating hydraulic conductivity of compacted clay liners", J. Geotech. Eng., 120(2), 366-387. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:2(366)
- Bradshaw, S.L. and Benson, C.H. (2013), "Effect of municipal solid waste leachate on hydraulic conductivity and exchange complex of geosynthetic clay liners", J. Geotech. Geoenviron. Eng., 140(4), 04013038. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001050
- BS 1377-2:90. (1990), Soils for Civil Engineering Purposes, British Standard Institution, London, U.K.
- Dananaj, I., Frankovska, J. and Janotka, I. (2005), "The influence of smectite content on microstructure and geotechnical properties of calcium and sodium bentonites", Appl. Clay Sci., 28(1), 223-232. https://doi.org/10.1016/j.clay.2004.02.006
- Di Emidio, G., Mazzieri, F., Verastegui-Flores, R.D., Van Impe, W. and Bezuijen, A. (2015), "Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners", Geosynth., 22(1), 1-13. https://doi.org/10.1680/gein.14.00028
- Guyonnet, D., Touze-Foltz, N., Norotte, V., Pothier, C., Didier, G., Gailhanou, H., Blanc, P., and Warmont, F. (2009), "Performance-based indicators for controlling geosynthetic clay liners in landfill applications", Geotext. Geomembr., 27(5), 321-331. https://doi.org/10.1016/j.geotexmem.2009.02.002
- Hang, P.T. and Brindley, G.W. (1970), "Methylene blue absorption by clay minerals. Determination of surface areas and cation exchange capacities (clay-organic studies XVIII)", Clay. Clay Miner., 18(4), 203-212. https://doi.org/10.1346/CCMN.1970.0180404
- Hosney, M.S. and Rowe, R.K. (2013), "Changes in geosynthetic clay liner (GCL) properties after 2 years in a cover over arsenicrich tailings", Can. Geotech. J., 50(3), 326-342. https://doi.org/10.1139/cgj-2012-0367
- Jo, H.Y., Katsumi, T., Benson, C.H. and Edil, T.B. (2001), "Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions", J. Geotech. Geoenviron. Eng., 127(7), 557-567. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(557)
- Kahr, G. and Madsen, F.T. (1995), "Determination of the cation exchange capacity and the surface area of bentonite, illite and kaolinite by methylene blue adsorption", Appl. Clay Sci., 9(5), 327-336. https://doi.org/10.1016/0169-1317(94)00028-O
- Katsumi, T., Ishimori, H., Onikata, M. and Fukagawa, R. (2008), "Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions", Geotext. Geomembr., 26(1), 14-30. https://doi.org/10.1016/j.geotexmem.2007.04.003
- Kolstad, D.C., Benson, C.H. and Edil, T.B. (2004), "Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions", J. Geotech. Geoenviron. Eng., 130(12), 1236-1249. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1236)
- Lee, J.M., Shackelford, C.D., Benson, C.H., Jo, H.Y. and Edil, T.B. (2005), "Correlating index properties and hydraulic conductivity of geosynthetic clay liners", J. Geotech. Geoenviron. Eng., 131(11), 1319-1329. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1319)
- Liu, Y., Bouazza, A., Gates, W.P. and Rowe, R.K. (2015), "Hydraulic performance of geosynthetic clay liners to sulfuric acid solutions", Geotext. Geomembr., 43(1), 14-23. https://doi.org/10.1016/j.geotexmem.2014.11.004
- Mishra, A.K., Ohtsubo, M., Li, L. and Higashi, T. (2011), "Controlling factors of the swelling of various bentonites and their correlations with the hydraulic conductivity of soilbentonite mixtures", Appl. Clay Sci., 52(1-2), 78-84. https://doi.org/10.1016/j.clay.2011.01.033
- O ren, A.H. and Akar, R.C . (2017), "Swelling and hydraulic conductivity of bentonites permeated with landfill leachates", Appl. Clay Sci., 142, 81-89. https://doi.org/10.1016/j.clay.2016.09.029
- O ren, A.H. and Kaya, A. (2014), "Compaction and volumetric shrinkage of bentonitic mixtures", Proc. Inst. Civ. Eng. Geotech. Eng., 167, 1-11. https://doi.org/10.1680/geng.2014.167.1.1
- Scalia, J., Benson, C.H., Bohnhoff, G.L., Edil, T.B. and Shackelford, C.D. (2013), "Long-term hydraulic conductivity of a bentonite-polymer composite permeated with aggressive inorganic solutions", J. Geotech. Geoenviron. Eng., 140(3), 1-13.
- Shackelford, C.D., Benson, C.H., Katsumi, T., Edil, T.B. and Lin, L. (2000), "Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids", Geotext. Geomembr., 18(2-4), 133-161. https://doi.org/10.1016/S0266-1144(99)00024-2
- Shan, H.Y. and Lai, Y.J. (2002), "Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners", Geotext. Geomembr., 20(1), 19-38. https://doi.org/10.1016/S0266-1144(01)00023-1
- Sivapullaiah, P.V. and Sridharan, A. (1985), "Liquid limit of soil mixtures", Geotech. Test. J., 8(3), 111-116. https://doi.org/10.1520/GTJ10521J
- Sridharan, A. and Prakash, K. (2000), "Percussion and cone methods of determining the liquid limit of soils: Controlling mechanisms", Geotech. Test. J., 23(2), 236-244. https://doi.org/10.1520/GTJ11048J
- Tian, K., Benson, C.H. and Likos, W.J. (2016), "Hydraulic conductivity of geosynthetic clay liners to low-level radioactive waste leachate", J. Geotech. Geoenviron. Eng., 142(8), 1-12.
- Wilcox, R.R. (2003), Applying Contemporary Statistical Techniques. Elsevier Science.
- Yukselen-Aksoy, Y. and Kaya, A. (2010), "Method dependency of relationships between specific surface area and soil physicochemical properties", Appl. Clay Sci., 50(2), 182-190. https://doi.org/10.1016/j.clay.2010.07.020
- Yukselen, Y. and Kaya, A. (2008), "Suitability of the methylene blue test for surface area, cation exchange capacity and swell potential determination of clayey soils", Eng. Geol., 102(1-2), 38-45. https://doi.org/10.1016/j.enggeo.2008.07.002