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2017 | 26 | 6 |

Tytuł artykułu

Prediction of heave from the CLOD index for natural and contaminated clay soils from the Mazovia Area

Warianty tytułu

Języki publikacji

EN

Abstrakty

EN
This paper deals with the prediction of free heave in expansive soils from central Poland. Thirty-nine soil samples differing in plasticity were selected for a comparative analysis. The soil types examined – Neogene clays, alluvial soils, and glacial tills – differ in CLOD index (Cw) values, which range from 0.027 to 0.019, with values for undisturbed samples being higher than those for the remoulded ones. The variability of the Cw index correlates best with the sand-to-clay ratio. Studies of soils contaminated with diesel oil (ON) have revealed that the Cw index decreases with growing ON content. Calculations of the potential heave, assuming a 1% moisture change for a 1 m thick soil layer, show the heave to be 18 to 12 mm and 15 to 11 mm for Neogene clays and glacial tills, respectively, depending on the in situ void ratio. Petroleum contamination significantly reduces the potential heave of the soil. The present analysis clearly suggests that glacial tills are more susceptible to oil-derived contamination than Neogene clays.

Słowa kluczowe

Wydawca

-

Rocznik

Tom

26

Numer

6

Opis fizyczny

p.2567-2574,fig.,ref.

Twórcy

  • Institute of Hydrogeology and Engineering Geology, Faculty of Geology, University of Warsaw, Zwirki i Wigury 93, 02-089 Warszawa, Poland
autor
  • Institute of Hydrogeology and Engineering Geology, Faculty of Geology, University of Warsaw, Zwirki i Wigury 93, 02-089 Warszawa, Poland

Bibliografia

  • 1. LI J., DONALD A., CAMERON D.A., REN G. Case study and back analysis of a residential building damaged by expansive soils. Computers and Geotechnics 56, 89, 2014.
  • 2. SAWANGSURIYA A., JOTISANKASA A., VADHANABHUTI B., LOUSUPHAP K. Identification of potentially expansive soils causing longitudinal cracks along pavement shoulder in central Thailand. Unsaturated Soils: Theory and Practice 2011 Jotisankasa, Sawangsuriya, Soralump and Mairaing (Editors) Kasetsart University, Thailand, ISBN 978-616-7522-77-7, 693, 2011.
  • 3. SUDJIANTO A.T., SURYOLELONO K.B., RIFA A. AND MOCHTAR I.B. The effect of water content change and variation suction in behavior swelling of expansive soil. International Journal of Civil and Environmental Engineering, 11 (3), 11, 2011.
  • 4. ELBADRY H. Simplified reliable prediction metod for determining the volume change of expansive soils based on simply physical tests. Housing and Building National Research Center HBRC Journal. 2016. http://dx.doi.org/10.1016/j.hbrcj.2015.10.001
  • 5. ERZIN Y., GUNES N. The unique relationship between swell percent and swell pressure of compacted clays. Bull Eng Geol Environ 72, 71, 2013.
  • 6. ARAFAT H., EBID A. Optimum replacement depth to control heave of swelling clays, International Journal of Engineering and Innovative Technology, 4, (9), 73, 2015.
  • 7. MILLER D.J., DURKEE D.B., CHAO K.C., NELSON J.D. Simplified heave prediction for expansive soils. [In:] Alonso E.E. & Delage P. (eds) Proceedings 1st Intern. Conference “Unsaturated Soils”, Paris, 2, 891, 1995.
  • 8. ZULFAHMI A.R., UMAR H.M.,. MOHD RAIHAN T., NORSHEILA S.I., NOORULAKMA A. Influence of oil contamination on geotechnical properties of basaltic residual soil. American Journal of Applied Sciences, 7 (7), 954, 2010.
  • 9. IZDEBSKA-MUCHA D., TRZCIŃSKI J. Microstructural properties of alluvial clayey soils polluted with petroleum fuels for a long period of time. Biuletyn PIG, 446 (2), 469, 2011 [In Polish].
  • 10. KERMANI M., EBADI T. The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam. 21, 655, 2012.
  • 11. WALIA B.S., SINGH G., KAUR M. Study of diesel contaminated clayey soil. Proceedings of Indian Geotechnical Conference, December 22-24, 2013.
  • 12. ECHEVERRI-RAMÍREZ Ó., VALENCIA-GONZÁLEZ Y., TOSCANO-PATIÑO D.E., ORDOÑEZ-MUÑOZ F.A., CRISTINA ARANGO-SALAS C., OSORIO-TORRES S. Geotechnical behavior of a tropical residual soil contaminated with gasoline. DYNA, 82 (190), 31, 2015.
  • 13. KHALED M. GHANEM, SALEH M. AL-GARNI, MAJID A. AL-ZAHRANI Bioremediation of diesel fuel by fungal consortium using statistical experimental designs. Pol. J. Environ. Stud. 25 (1), 97, 2016.
  • 14. IZDEBSKA-MUCHA D., WÓJCIK E. Evaluation of expansivity of Neogene clays and glacial tills from central Poland on the basis of suction tests. Geological Quarterly, 59 (3), 593, 2015.
  • 15. IZDEBSKA-MUCHA D., SZYSZKO, C., TRZCIŃSKI J. Engineering-geological and microstructural properties of glacial tills polluted with petroleum substances. Biuletyn PIG, 446 (2), 459, 2011 [In Polish].
  • 16. IZDEBSKA-MUCHA D., WÓJCIK E. Analysis of clay soils shrinkage parameters according to various method. Biuletyn PIG, 446 (2), 321, 2011 [In Polish].
  • 17. IZDEBSKA-MUCHA D., WÓJCIK E. Evaluation of the shrinkage and liquidity limits tests using statistical methods, Inżynieria Morska i Geotechnika, 6, 707, 2012 [In Polish].
  • 18. IZDEBSKA-MUCHA D., WÓJCIK E. Testing shrinkage factors – comparison of methods and correlation with index properties of soils, Bulletin of Engineering Geology and the Environment, 72, 15, 2013.
  • 19. IZDEBSKA-MUCHA D., WÓJCIK E. The influence of soil structure on clay soil shrinkage. Przegląd Geologiczny, 61, (3), 195, 2013. [In Polish].
  • 20. KUMOR M.K. Expansive clay of building ground in Bydgoszcz. Some geotechnical problems. Wydawnictwa Uczelniane UTP w Bydgoszczy. 235, 2016 [In Polish].
  • 21. NIEDŹWIEDZKA K., GARBULEWSKI K., LENDO-SIWICKA M. Prediction of free field heave using CW and CH indices Annals of Warsaw University of Life Sciences – SGGW Land Reclamation, 48 (1), 5, 2016.
  • 22. BS1377: Part 2: Methods of testing soils for civil engineering purposes. British Standards Institution, London, 1990.
  • 23. HAMBERG D. A simplified method for predicting heave in expansive soils. Master Thesis. Colorado State University, Fort Collins, Colorado. 1985.
  • 24. PRAKASH K., SRIDHARAN A. Use of uniform and inert beads for the determination of shrinkage limit of fine grained soils, Geotechnical and Geological Engineering, 30 (5), 1271-1278. ISSN 0960-3182, 2012.
  • 25. SRIDHARAN A., PRAKASH K. Mechanism controlling the shrinkage limit of soils. Geotechnical Testing Journal GTJODJ 21 (3), 240, 1998.
  • 26. GRAY C.W., ALLBROOK R., Relationships between shrinkage indices and soil properties in some New Zealand soils, Geoderma, 108, 287, 2002.
  • 27. ZOLFAGHARI Z., MOSADDEGHI M.R., AYOUBI S. Relationships of soil shrinkage parameters and indices with intrinsic soil properties and environmental variables in calcareous soils, Geoderma, 277, 23, 2016.
  • 28. KACZYŃSKI R. Overconsolidation and microstructures in Neogene clays. Geological Quarterly, 47 (1), 43, 2003.

Typ dokumentu

Bibliografia

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Identyfikator YADDA

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