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Expansivity of Neogene clays and glacial tills from Central Poland

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The revision of classification methodologies for determination of soil expansivity revealed that parameters most frequently used for this purpose are: the liquid limit, plasticity index and swelling parameters which also predominate in older systems of expansive soil assessment, regarded as classical. Seventy-nine soil samples, including Neogene clays and glaciall tills from Central Poland, with a wide range of plasticity were examined for a comparative analysis of soil expansivity with a use of eight empirical methods. The study revealed that Neogene clays are mostly highly and very highly expansive, while glacial tills exhibit low to medium expansivity. Compared to classifications considering soil mineralogy indicators, those correlated solely to Atterberg limits and related parameters were found to overestimate soil expansivity. It is evident that the classifications are in better agreement for glacial tills than for clays. The comparison of mineral composition measured and predicted from swelling tests yielded consistent results.
Rocznik
Strony
281--290
Opis fizyczny
Bibliogr. 33 poz., rys., tab., wykr.
Twórcy
  • University of Warsaw, Faculty of Geology, Żwirki i Wigury 93, 02-089 Warszawa, Poland
autor
  • University of Warsaw, Faculty of Geology, Żwirki i Wigury 93, 02-089 Warszawa, Poland
Bibliografia
  • 1. Altmeyer, W.T., 1955. Discussion of engineering properties of expansive clays. Journal of the Soil Mechanics and Foundations Division, American Society of Testing and Materials, 81: 17-19.
  • 2. Bell, F.G., Maud, R.R., 1995. Expansive clays and construction, especially of low-rise structures: a viewpoint from Natal, South Africa. Environmental and Engineering Geoscience, 1: 41-59.
  • 3. Bruyn, C.M.A., de, Collins, L.E., Williams, A.A.B., 1957. The specific surface, water affinity and potential expansiveness of clays. Clay Minerals Bulletin, 3: 120-126.
  • 4. Chen, F.H., 1975. Foundation on Expansive Soils. Elsevier, Amsterdam.
  • 5. Hauryłkiewicz, J., 2005. Probabilistic evaluation of the environment condition: methodological issues (in Polish with English summary). Przegląd Geologiczny, 53: 506-521.
  • 6. Holtz, W.G., 1959. Expansive clays - properties and problems. Journal of the Colorado School of Mines, 54: 89-125.
  • 7. IS 1498, 1970. Bureau of Indian Standards. Indian Standard Classification and Identification of Soils for General Engineering Purposes. BIS, New Delhi.
  • 8. ITB 296, 1990. Instrukcja. Posadowienie budowli na gruntach ekspansywnych. Warszawa.
  • 9. IRC, 2012. International Residential Code for One- and Two-Family Dwellings. Chapter4, Section R405 Foundation Drainage. International Code Council, Inc., USA. (http://www.iccsafe.org)
  • 10. Johnson, L.P., Snethen, D.R., 1978. Prediction of potential heave of swelling soil. Geotechnical Testing Journal. GTJODJ, 1: 117-124.
  • 11. Kaczyński, R., Grabowska-Olszewska, B., 1997. Soil mechanics of the potentially expansive clays in Poland. Applied Clay Science, 11: 337-355.
  • 12. Ladd, C., Lambe, T.W., 1961. The identification and behaviour of compacted expansive clays. Proceedings of the 5th International Conference of Soil Mechanics and Foundation Engineering, Paris, 1: 201-205.
  • 13. McKeen, R.G., 1992. A model for predicting expansive soil behaviour. Proceedings of the 7th International Conference on Expansive Soils, Dali as, 1: 1-6.
  • 14. Merwe, D.H., van der, 1964. The prediction of heave from the plasticity index and percentage clay fraction of soils. Civil Engineer in South Africa, 6: 103-106.
  • 15. Niedzielski, A., Młynarek, Z., Berg, A.P., van der, 1988. Classification criteria of expansive soils and foundations methods used in Poland. Proceedings of International Conference on Engineering Problems of Regional Soils. Beijing: 649-653.
  • 16. Olson, G.W., 1973. Soil survey interpretation for engineering purposes. FAO Soils Bulletin, 19: 1-24.
  • 17. O'Neill, M.W., Poormonyed, N., 1980. Methodology for foundations on expansive clays. Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, 106: 1345-1367.
  • 18. Parker, J.C., Amos, D.F., Kaster, D.L., 1997. An evaluation of several methods of estimating soil volume change. Soil Science Society of America Journal, 41: 1059-1064.
  • 19. Prakash, K., Sridharan, A., 2004. Free swell ratio and clay mineralogy of fine-grained soils. Geotechnical Testing Journal, 27: 220-225.
  • 20. Raman, V., 1967. Identification of expansive soils from the plasticity index and the shrinkage index data. Indian Engineering, 11: 17-22.
  • 21. Rangantham, G.V., Satanarayana, B., 1965. A rational method of predicting swelling potential for compacted expansive soils. Proceedings of the 6th International Conference of Soil Mechanics and Foundation Engineering, Montreal, Canada, 1: 92-96.
  • 22. Schuler, G., Goedecke, H.I., 1982. Zur Beurteilung der Schwellfäthigkeit von Bodenmittels Kornverteilung. Plastizität, Trockendichte und Freischwellwert. Die Bautechnik, 7: 241-251.
  • 23. Seed, H.B., Woodward, R.J., Lundgren, R., 1962. Prediction of swelling potential for compacted clays. Proceedings of the American Society of Civil Engineers Journal of the Soil Mechanics and Foundations Division, 88: 53-87.
  • 24. Snethen, D.R., 1984. Evaluation of expedient methods for identification and classification of potentially expansive soils. Proceedings of the 5th Iniernational Conierence on Expansive Soils, Adelaide: 22-26.
  • 25. Sorachan, E. A., 1974. Stroilel'stvo sooruzheniy na nabukha jushhikh gruntakh. Stroizdat, Moskva.
  • 26. Sowers, G.B., Sowers, G.F., 1970. Introductory Soil Mechanics and Foundations. McMillan, NewYork.
  • 27. Sridharan, A., Prakash, K., 2000. Classification procedures for expansive soils. Proceedings of the Institution of Civil Engineers Geotechnical Engineering, 143: 235-240.
  • 28. Staveren, M., van, 2006. Uncertainty and ground conditions: a risk management approach. Butterwort-Heinemann, UK.
  • 29. Stomatopoulus, A.C., Kotzias, P.C., 1987. Free swell test on undisturbed clay. Proceedings of the 6th Conference on Expansive Soils, New Delhi: 111-114.
  • 30. Tountoungi, A., 1988. Expansion soil in syria. In: Proceedings of International Conference on Engineering Problems of Regional Soils, Beijing, China: 413-714.
  • 31. Uniform Building Code, 1968. UBC Standard No. 29-2.
  • 32. Yilmaz, I., 2006. Indirect estimation of the swelling percent and a new classitication of soils depending on liquid limit and cation exchange capacity. Engineering Geology, 85: 295-301.
  • 33. Yukselen, Y., Kaya, A., 2008. Suitability of the methyiene blue test for suriace area, cation exchange capacity and swell potential determination of clayey soils. Engineering Geology, 102: 38-45.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fc964955-1f53-4de1-a8ac-4d9563e29cbd
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