Abstract
In areas surrounding the city of Burdur, Turkey, where water contents are high, no swelling–shrinkage-dependent deformations are visible because the active zone depth is adjacent to the surface. There are some deformations in areas with low water levels, especially those with low-rise construction. Thus, in some areas around Lake Burdur, increased swelling–shrinkage-dependent deformation is inevitable owing to a steadily decreasing water level of the lake. However, development around Lake Burdur, such as an organized industrial area, a civilian airport, and a military airport currently under construction, exacerbates the problem. Therefore, we examined swelling potentials of lacustrine clay in the active zone within a selected area around lake. Lacustrine soils in the selected area were studied using a hand auger, with a total of 379 samples at 50 points, through depths of 1–3 m. Clayey levels in the research area were separated into three different clay–clayey levels and were analyzed by X-ray diffraction and scanning electron microscope. Results showed that clay minerals at all levels averaged 39–52 % and that most were smectite group clays. Microstructures were plate-like and were aligned face to face. It was also determined that swelling potentials of all examined clayey levels were high to low, with change between 0.22 and 2.59 % and swelling pressures between 2.9 and 71 kPa. Because the water level was close to the surface, so was the active zone; therefore, deformation was noticeable. Swelling–shrinkage-dependent deformations are inevitable in the future with decreasing lake water level.
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Kempfert, H.G.; Gebreselassi, B.: Excavations and Foundations in Soft Soils. Springer, Berlin (2006)
Weissenbach, A.; Kempfert, H.G.: German National Report on “Braced excavation in soft ground”. In: Fujita, K.; Kusakabe, O. (eds) Underground Construction in Soft Ground, pp. 33–36. Balkema, Rotterdam (1995)
Kempfert, H.G.; Soumaya, B.: Settlement back-analysis of buildings on soft soil in southern Germany. In: Fifth International Conference on Case Histories in Geotechnical Engineering (proc.), New York, NY, April 13–17 2004, pp. 1–10 (2004)
Ozer, M.; Ulusay, R.; Isik, N.S.: Evaluation of damage to light structures erected on a fill material rich in expansive soil. Bull. Eng. Geol. Environ. 71, 21–36 (2012)
Erguler, Z.A.; Ulusay, R.: A simple test and predictive models for assessing swell potential of Ankara (Turkey) clay. Eng. Geol. 67, 331–352 (2003)
Popescu, M.E.: Engineering problems associated with expansive clays from Romania. Eng. Geol. 14, 43–53 (1979)
Chen, F.H.: Foundations on Expansive Soils. Elsevier, Amsterdam (1988)
Al-Hamoud, A.S.; Al-Suleiman, T.I.: Loss in serviceability of pavements due to expansive clay subgrades. Environ. Eng. Geosci. III(1), 277–294 (1997)
Tang, A.M.; Cui, Y.J.; Trinh, V.N.; Szerman, Y.; Marchadier, G.: Analysis of the railway heave induced by soil swelling at a site in southern France. Eng. Geol. 106, 68–77 (2009)
Abduljauwad, S.N.; Al-Suleimani, G.J.: Determination of swell potential of Al-Qalif Clay. Geotech. Test J. ASTM. 16(4), 469–484 (1993)
Shi, B.; Jiang, H.; Liu, Z.; Fang, H.Y.: Engineering geological characteristics of expansive soils in China. Eng. Geol. 67, 63–71 (2002)
Bringoli, E.; Burghignoli, A.; Faiella, D.: Performance of a silo founded on a lacustrine deposite: a case history. In: Proceedings of International Symposium on Compression and Consolidation of Clayey Soils, Hiroshima, vol. 1.; pp. 617–622. Balkema, Rotterdam (1995)
Çokça, E.: Swelling potential of expansive soils with a critical appraisal of the identification of swelling of Ankara soils by methylene blue tests. PhD Thesis, Department of Civil Engineering, Middle East Technical University, Ankara, Turkey (1991)
Çokca, E.; Birand, A.A.: Prediction of swelling potential of Ankara soils by methylene blue test. Doga-Tr. J. Eng. Environ. Sc. 17, 57–63 (1993)
Fityus, S.G.; Smith, D.W.; Jennar, A.M.: Surface area using methylene blue adsorption as a measure of soil expansivity. In: GeoEng 2000, International Conference on Geotechnical and Geological Engineering. Melbourne, Australia (on CD) (2000)
Claudia, M.: Predicting swelling/shrinkage potential using the blue methylene method: some examples in Italian clayey soils. In: GeoEng 2000, An International Conference on Geotechnical and Geological Engineering, Melbourne, Australia (on CD) (2000)
Erguler, Z.A.; Ulusay, R.: Engineering characteristics and environmental impacts of the expansive Ankara Clay, and swelling maps for SW and central parts of the Ankara (Turkey) metropolitan area. Environ. Geol. 44, 979–992 (2003)
Ito, M.; Azam, S.: Engineering characteristics of a glacio-lacustrine clay deposit in a semi-arid climate. Bull. Eng. Geol. Environ. 68, 551–557 (2009)
Bell, F.G.: The geotechnical properties and behavior of a pro-glacial lake clay, and its cementitious stabilization. Geotech. Geol. Eng. 16, 167–199 (1998)
Burghignoli, A.; Miliziano, S.; Soccodato, F.M.: Cementation effects in two lacustrine clayey soils. Geotech. Geol. Eng. 28, 815–833 (2010)
Sridharan, A.; Prakash, K.: Classification procedures for expansive soils. Proc. Inst. Civ. Eng. Geotech. Eng. 143, 235–240 (2000)
Das, K.S.; Samui, P.; Sabat, A.K.; Sitharam, T.G.: Prediction of swelling pressure of soil using artificial intelligence techniques. Environ. Earth Sci. 61, 393–403 (2010)
Mutlutürk, M.: Site investigation report on Isparta-Keçiborlu Commander of the Army Aviation School (in Turkish). Report of Süleyman Demirel University (unpublished) (2011)
Ataol, M.: The water level changings in Burdur Lake (in Turkish). Geogr. Sci. J. 8(1), 77–92 (2010)
Şener, E.; Davraz, A.; İsmailov, T.: Monitoring changes in the water level of Lake Burdur with satellite imagery. In: Quaternary Symposium of Turkey TURQUA-V, pp. 148–156. ITU Eurasia Institute of Earth Sciences, Istanbul (2005)
Roberts, N.; Karabıyıkoğlu, M.; Jones, M.; Mather, A.; Jones, G.; Rodenberg, I.; Eastwood, W.J.; Kapan-Yeşilyurt, S.; Yiğitbaşıoğlu, H.; Watkinson, M.: Climatic and tectonic controls over Late Quaternary sedimentation in the Burdur Lake basin, southwest Turkey. In: 3rd International Limnogeology Congress, Tucson, Arizona, USA (2003)
Derriche, Z.; Iguechtal, I.: Damage due to welling soils in the region of In-Amenas: Algeria. In: GeoEng 2000, An International Conference on Geotechnical and Geological Engineering, Melbourne, Australia (on CD) (2000)
Brencich, A.; Gnecco M.: Failure case studies engineering courses and professional practice. ASCE J. 37(8), 2113–2126 (2012)
Ateş, Y.; Uysal, K.; Ismailov, T.: Investigation of mechanisms of occurrence of the ground cracks in the area south of Lake Burdur, Turkey (in Turkish). In: Abstracts Book, p. 254. 64th Geological Congress of Turkey (2011)
Tüfenkçi, O.O.: Site investigation report on Isparta-Keçiborlu Commander of the Army Aviation School (in Turkish). Akademi Geology and Geotechnical Company (unpublished) (2011)
Bozcu, M.; Yagmurlu, F.; Senturk, M.: Some neotectonic and paleosismological features of the Fethiye–Burdur fault zone, SW Anatolia. Geol. Eng. J. 31(1), 25–48 (2007)
Lahn, E.: Geomorphology of western Taurus lakes. Gen. Dir. Miner. Res. Explor. Bull. Ankara Turkey 34, 387–400 (1945)
Erol, O.: Quaternary deposits in Burdur basin (in Turkish). In: 50th Year Earthscience Congress, pp. 386–390. General Directorate of Mineral Research and Exploration, Ankara, Turkey (1973)
Atalay, I: Geomorphologic development of Burdur catchment and it’s around (in Turkish). Geomorphol. J. Ankara Turkey 6, 93–110 (1977)
Dumont, J.F.; Uysal, Ş.; Şimşek, Ş.; Karamanderesi, I.H.; Letouzey, J.: The formation of grabens in southwest Anatolia (in Turkish). Gen. Dir. Miner. Res. Explor. Bull. Ankara Turkey 92, 7–17 (1979)
Kocyiğit, A.: Intra-plate neotectonic development in Southwestern Turkey and adjacent areas. Bull. Geol. Soc. Turkey V 27, 1–16 (1984)
Yalçınkaya, S.; Ergin, A.; Afşar, Ö.P.; Taner, K.: Geology of western Taurus (in Turkish). Report on Isparta project, General Directorate of Mineral Research and Exploration, Ankara, Turkey, (unpublished) (1986)
Karaman, M.E.: Geology and tectonic features between Isparta and Burdur area (SW Turkey). Geol. Bull. Turkey V 37(2), 119–134 (1994)
Şenel, M.: Geological map of the Isparta-J10 quadrangle. Geological maps of Turkey, N 13, General Directorate of Mineral Research and Exploration, Ankara, Turkey (1997)
Balcıoglu, E.: Engineering properties of Plio-Quaternary lacustral sediments in the northern of the Burdur city (in Turkish). MSc Thesis, Department of Geological Engineering, Süleyman Demirel University, Isparta, Turkey (2012)
Ertunç, A.; Karagüzel, R.; Yağmurlu, F.; Türker, A.E.; Keskin, N.: An investigation of Burdur Municipality and its surrounding in terms of settlement and seismicity. Final reports. Süleyman Demirel University, Engineering Faculty (2001)
ASTM: Annual Book of ASTM Standards-Soil and Rock, Building Stones, Section-4, Construction V.04.08, ASTM Publication, Philadelphia (2000)
Chung, F.: Quantitative interpretation of X-ray diffraction patterns of mixtures. II. Adiabatic principle of X-ray diffraction analysis of mixtures. J. Appl. Cryst. 7, 526–531 (1974)
Casagrande, A.: Classification and identification of soils. Trans. ASCE 113, 901–930 (1948)
Leonards, G.A. (eds): Foundation Engineering. McGraw-Hill Book Company, New York (1962)
Skempton, A.W.: The colloidal “Activity” of clays. In: Proceedings of the 3rd International Conference of Soil Mechanics and Foundation Engineering, Switzerland, vol. 1, pp. 57–60 (1953)
Seed, H.B.; Woodward, R.J.; Lundgreen, R.: Prediction of swelling potential for compacted clays. J. Soil Mech. Found. Div. 88, 53–87 (1962)
Van der Merve, D.H.: The prediction of heave from the plasticity index and percentage clay fraction. S. Afr. Inst. Civ. Eng. 6(6), 103–107 (1964)
Holtz, W.G.; Gibbs, H.J.: Engineering properties of expansive clays. Trans. ASCE 121, 641–677 (1956)
Casagrande, A.: The determination of the pre-consolidation load and its practical significance. Discussion D-34. In: Proceedings of the First International Conference on Soil Mechanics and Foundation Engineering, Cambiridge, Vol. III, pp. 60–64 (1936)
Messerklinger, S.; Springman, S.M.: Non-linear elasto-plastic behaviour of lacustrine clay. Geotech. Geol. Eng. 28, 93–104 (2010)
Ito, M.; Azam, S.: Determination of swelling and shrinkage properties of undisturbed expansive soils. Geotech. Geol. Eng. 28, 413–422 (2010)
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Mutlutürk, M., Balcıoğlu, E. Geo-Engineering Properties and Swelling Potential of Quaternary Lacustrine Clays in North of Burdur, Turkey. Arab J Sci Eng 40, 1917–1931 (2015). https://doi.org/10.1007/s13369-014-1505-9
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DOI: https://doi.org/10.1007/s13369-014-1505-9