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THEORETICAL AND EXPERIMENTAL PROPERTIES OF THE 2ND ORGANIZED INDUSTRIAL REGION (KONYA - TURKEY)

Ali Ulvi̇ Uzer

First published: 2011-06-20https://doi.org/10.5593/sgem2011/s16.108View metrics

Abstract

In this study, geotechnical and mineralogical characteristics of 2nd Organized Industrial Region existing inside the boundaries of Konya Selçuklu Municipality were investigated with comprehensive field and laboratory tests. Th e investigation area formed with soft clay soils with gypsum consists of central-lake sediments. The strength and the compressibility characteristics of th e soil were defined w ith some correlations obtained by the laboratory and field test results. This aim, undisturbed and disturbed soil specimens were taken from 18 drilled boreholes at 1.5 m intervals down to 40 m depths by using Shelby tubes in order to determ ine the soil profile and the geotechnical properties. In addition, SPT (Standard Penetra tion Test) tests were carried out in all the boreholes.

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Publication details

Title
THEORETICAL AND EXPERIMENTAL PROPERTIES OF THE 2ND ORGANIZED INDUSTRIAL REGION (KONYA - TURKEY)
Authors
Ali Ulvi̇ Uzer
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; SGEM2011 11th International Multidisciplinary Scientific GeoConference
Publisher
Stef92 Technology
Year
2011
Pages
Not available yet
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Keywords
soft clay soilsgeotechnical corre lationKonya 2nd Organized Industrial Region
References9

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  2. M. H. Acar, “Endüstri Holding Plaza Sahas ı Geoteknik Raporu”, SÜ, Konya, (2000), (in Turkish).

  3. M. İncecik ve M. Y ıldız, “Konya Büyük şehir Belediyesi Bilim Merkezi İnşa S ahas ı Hakkında Geoteknik Rapor”, İTÜ, İstanbul, (2010) (in Turkish).

  4. A. U. Uzer. Konyaaltı Antalya Lagün Killerinin Teorik ve Deneysel İncelenmesi, Selcuk Univerşitesi, Doktora Tezi, Konya, 2006, (in Turkish).

  5. M. H. Acar, A. U. Uzer & M. Altuns oy. Geotechnical and Mineralogical Properties of Konyaalt ı (Antalya, Turkey) Clays, The Arabian Journal for Science and Engineering, Volume 33, Number 1B, April 2008.

  6. L. Bjerrum & N.E. Simons. Comparison of shear strength characteristics of normally consolidated clay, In Proceedings of th e ASCE Research Conference on the Shear Strength of Cohesive Soils, American Society of Civil Engineers, 1969, pp. 711-726.

  7. J.H. Yin. Properties and behaviour of Hong Kong marine deposits with different clay contents. Canadian Geotechnical Journal, 36 (6), 1999, pp.1085-1095.

  8. L. Bjerrum. Problems of soil mechanics in unstable soils. In Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering (ICSMFE), Moscow, 1973, Vol.3, pp. 111-159.

  9. S. Leroueil, F. Tavenas, & J.P. Le Bihan. Propretes caracteristiques des argiles de I’est du Canada. Canadian Geotechnical Journal, 20 (4), 1983, pp.681-705.

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