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Effect of weathering on the geomechanical properties of andesite, Ankara – Turkey

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Environmental Geology

Abstract

Andesite exposed in different parts of Ankara has different weathering categories varying from fresh to residual soil. The geomechanical properties of the andesite are significantly affected by weathering. Buildings constructed especially in completely weathered and residual soil levels of the andesite have some geotechnical problems. In this study, the variation of the geomechanical properties of the andesite due to weathering is investigated in three selected sites of Ankara, through optical microscope, X-ray diffraction analyses, major element analyses, pressuremeter tests, physicomechanical tests, and seismic refraction method. The data gathered from the field and laboratory studies were used to assess the characteristics of the weathering zones. Based on the data obtained from this study, an idealized weathering profile is assessed. No bearing capacity and consolidation settlement problems exist in the area. However, care should be taken for immediate settlement of the buildings. Slopes with heights less than 8 m are not expected to cause any significant problems for buildings. There exists a ground amplification problem in the study area. The natural period of the building should not match that of the weathered rock. The ground response analyses reveal that the buildings with four to seven stories may be adversely affected from earthquakes due to resonance phenomenon. Therefore, this has to be taken into account when designing new buildings.

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References

  • Abrahamson NA, Silva WJ (1997) Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismol Res Lett 68:94–127

    Google Scholar 

  • AFNOR (L’Association Française De Normalisation) (1980) Essai au bleu de methylene. P18-592. AFNOR 80181. Paris La Defence

  • Bayulke N (1978) Behavior of brick masonry structures during earthquakes, Deprem Arastirma Enstitusu Bulteni, 6(22):26–41 (in Turkish)

    Google Scholar 

  • Boore DM, Joyner WB, Fumal TE (1997) Equations for estimating horizontal response spectra and peak acceleration from western North American earthquakes: a summary of recent work. Seismol Res Lett 68:128–153

    Google Scholar 

  • Borchardt GA, Harward ME (1971) Trace element correlation of volcanic ash. Soil Sci Soc Am Proc 35:626–630

    Article  Google Scholar 

  • Borchardt GA, Harward ME, Knox EG (1971) Trace element concentration in amorphous clays of volcanic ash soils in Oregon. Clays Clay Miner 19:375–382

    Article  Google Scholar 

  • Buyukonal G (1971) Microscopical study of the volcanic rocks around Ankara. Communications Serie C. Sciences Naturalles, Torne, 15c

  • Campbell WK (1988) Predicting strong ground motion in Utah. In: Hays WW, Gori PL (eds) Evaluation of regional and urban earthquake hazard risks in Utah. USGS Professional Paper, pp 1–31

  • Erdik M, Doyuran V, Akkaş N, Gülkan P (1985) A probabilistic assessment of the seismic hazard in Turkey. Tectonophysics 117:295–344

    Article  Google Scholar 

  • Esaki T, Jiang K (1999) Comprehensive study of the weathered condition of welded tuff from a historic bridge in Kagoshima, Japan. Eng Geol 55:121–130

    Article  Google Scholar 

  • Fukushima Y, Tanaka T (1990) A new attenuation relation for peak horizontal ground acceleration of strong ground motion in Japan. B Seismol Soc Am 80:757–783

    Google Scholar 

  • Gazetas G, Dakoulas P (1992) Seismic analysis and design of rockfill dams: state–of–the–art. Soil Dyn Earthq Eng 11:27–61

    Article  Google Scholar 

  • Geostru (2003) Slope stability analysis user manual. Geostru Software s.a.s, Italy, 102 p

  • Guan P, Ng CWW, Sun M, Tang W (2001) Weathering indices for rhyolitic tuff and granite in Hong Kong. Eng Geol 59:147–159

    Article  Google Scholar 

  • Harnois L (1988) The CIW index: a new chemical index of weathering. Sediment Geol 55:319–322

    Article  Google Scholar 

  • Harnois L, Moore JM (1988) Geochemistry and origin of ore chemistry formation, a transported paleoregolith in the Grenville Province of Southern Ontaria, Canada. Chem Geol 69:67–289

    Article  Google Scholar 

  • Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34:1165–1186

    Article  Google Scholar 

  • Hoek E, Carranza-Torres CT, Corkum B (2002) Hoek-Brown failure criterion-2002 edition. In: Proceeding of the North American rock mechanics society, Toronto pp 267–273

  • Hoek E, Marinos P (2000) A geologically friendly tool for rock mass strength estimation. In: Proceedings of the international conference on geotechnical and geological engineering (GeoEng2000), Melbourne, Australia, Technamic Publishing Co Inc., pp 1422–1440

  • Hoek E, Marinos P (2001) Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bull Eng Geol Environ 60:85–92

    Article  Google Scholar 

  • Hoek E, Marinos P, Benissi M (1998) Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses: the case of the Athens schist formation. Bull Eng Geol Environ 57:151–160

    Article  Google Scholar 

  • Irfan TY (1996) Mineralogy, fabric properties and classification of weathered granites in Hong Kong. Q J Eng Geol 29:5–35

    Article  Google Scholar 

  • Irfan TY (1999) Characterization of weathered volnanic rocks in Hong Kong. Q J Eng Geol 32:317–348

    Article  Google Scholar 

  • Itasca (2002) Flac2D fast lagrangian analysis of continua in 2 dimensions user’s guide, USA

  • Jayawardena US, Izawa E (1994) Application of present indices of chemical weathering for Precambrian metamorphic rocks in Sri Lanka. B Ass Eng Geol 49:55–61

    Article  Google Scholar 

  • Joyner WB, Boore DM (1988) Measurement, characterization, and prediction of strong ground motion. Earthquake engineering and soil dynamics: 2. Recent advances in ground motion evaluation, ASCE, NY, pp 43–102

  • Kandilli (2004) Kandilli seismological data search. Kandilli Observatory and Earthquake Research Institute http://www.barbar.koeri.boun.edu.tr

  • Kasapoglu KE (1980) Ankara Kenti Zeminlerinin Jeo-Mühendislik Özellikleri, Doçentlik Tezi, Hacettepe University, Beytepe, Ankara, 206 p

  • Martin RP (1986) Use of index tests for engineering assessment of weathered rocks. In: Proceedings of the fifth international congress IAEG. Buenos Aires. Balkema, Rotterdam, pp 433–450

  • Meyerhof GG (1963) Some recent research on the bearing capacity of foundations. Can Geotech J 1:16–26

    Article  Google Scholar 

  • Nesbitt HW, Young GM (1982) Early Proterozoic climates and plate motions inferred from major element chemistry of lutites. Nature 299:715–717

    Article  Google Scholar 

  • Ng CWW, Guan P, Shang YJ (2001) Weathering mechanisms and indices of igneous rocks of Hong Kong. Q J Eng Geol 34:133–151

    Article  Google Scholar 

  • Parker A (1970) An index of weathering for silicate rocks. Geol Mag 107:501–504

    Article  Google Scholar 

  • Roaldset E (1972) Mineralogy and geochemistry of quaternary clays in the Numedal area, Southern Norvey. Narsk Geol Tidsskr 52:335–369

    Google Scholar 

  • Rocha-Filho P, Antunes FS, Falco MFG (1985) Quantitative influence of the degree of weathering upon the mechanical properties of a young gneiss residual soil. In: Proceedings of the first international conference on geomechanics in tropical lateritic and saprolitic soils. Brasilia 1:281–294

  • Ruxton BP (1968) Measures of the degree of chemical weathering of rocks. J Geol 76:518–527

    Article  Google Scholar 

  • Sabetta F, Pugliese A (1987) Attenuation of peak horizontal acceleration and velocity from Italian strong motion records. B Seismol Soc Am 77:1491–1513

    Google Scholar 

  • Sadigh K, Chang CY, Egan JA, Makdisi F, Youngs R (1997) Attenuation relationships for shallow crustal earthquakes based on California strong motion data. Seismol Res Lett 68:180–189

    Google Scholar 

  • Schnabel PB (1973) Effect of local geology and distance from source on earthquake ground motions, PhD. Thesis, University of California, Berkeley

  • Schnabel PB, Lysmer J, Seed HB (1972) SHAKE: A Computer program for earthquake response analysis of horizontally layered sites. Report No. UCB/EERC – 72/12, University of California, Berkeley

  • Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamic response analysis, Report No. EERC 70–10, University of California, Berkeley

  • Seed HB, Wong R, Idriss IM, Tokimatsu R (1986) Moduli and damping factors for dynamic analyses of cohesionless soils. J Geotech Eng 112:1016–1032

    Article  Google Scholar 

  • Suludere Y (1976) Geology of Meşeli – Aşağıemirler – Dedeler (Çubuk Ankara) region. MTA Report No: 6030

  • Teoman MB, Topal T, Işık NS (2004) Assessment of slope stability in Ankara clay: a case study along E90 highway. Environ Geol 45:963–977

    Article  Google Scholar 

  • Topal T (1996) The use of methylene blue adsorption test to assess the clay content of the Cappadocian tuff. In: Proceedings of the eight international congress on the deterioration and conservation of Stone, Berlin, Vol. 2, pp. 791–799

  • Topal T (2002) Quantification of weathering depths in slightly weathered tuffs. Environ Geol 42:632–641

    Article  Google Scholar 

  • Ulusay R, Tuncay E, Sönmez H, Gökçeoğlu C (2004) An attenuation relationship based on Turkish strong motion data and iso-acceleration map of Turkey. Eng Geol 74:265–291

    Article  Google Scholar 

  • USGS (2005) NEIC: earthquake search: rectangular area. United States Geological Survey http://www.neic.usgs.gov/neis/epic/epic_rect.html

  • Vogel DE (1975) Precambrian weathering in acid metavolcanic rocks from the superior province, Villebon Township, South-Central Québec. Can J Earth Sci 12:2080–2085

    Google Scholar 

  • Vogt T (1927) Sulitjelmefeltets geologi og petrografi. Nor Geol Unders 121:1–560

    Google Scholar 

  • Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. J Geotech Eng 117:89–107

    Article  Google Scholar 

Download references

Acknowledgments

Authors would like to express their thanks to DPT who supported this project and to Mr. Fatih ADIL for his kind efforts during drilling operations.

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Correspondence to N. S. Işık.

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Orhan, M., Işık, N.S., Topal, T. et al. Effect of weathering on the geomechanical properties of andesite, Ankara – Turkey. Environ Geol 50, 85–100 (2006). https://doi.org/10.1007/s00254-006-0189-1

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  • DOI: https://doi.org/10.1007/s00254-006-0189-1

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