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The effect of 200 MPa pressure on specific surface area of clay

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Języki publikacji
EN
Abstrakty
EN
The paper presents the results of laboratory studies of the 200 MPa pressure effect on specific surface area of clay. The original high-pressure investigation stand was used for the pressure tests. Determination of the specific surface area was performed by the methylene blue adsorption method. The results of the specific surface area test were compared for non-pressurized clays and for clays pressured in a high-pressure chamber. It was found that the specific surface area of pressurized soil clearly increased. This shows that some microstructural changes take place in the soil skeleton of clays.
Wydawca
Rocznik
Strony
3--6
Opis fizyczny
Bibliogr.17 poz., tab., rys.
Twórcy
  • Institute of Geotechnics and Hydrotechnics, Civil Engineering Department, Wrocław University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
Bibliografia
  • [1] CHOMA-MORYL K., Microstructures of Poznań clays of Wrocław area (in Polish), Archiwum Mineralogiczne, t. XLI, z. 1, 193–200, Wyd. Geologiczne PAN KNG, Warszawa, 1986.
  • [2] DOLINAR B., MIŠIČ M., TRAUNER L., Correlation between surface area and Atterberg limits of fine-grained soils, Clays and Clay Minerals, 2007, 55, 519–523.
  • [3] FISHER G.J., PATERSON M.S., Dilatancy during rock deformation at high temperatures and pressures, Journal of Geophysical Research, 1989, Vol. 94, Issue B12, 17607– 17617.
  • [4] GRABOWSKA-OLSZEWSKA B., The test methods of cohesive soils (in Polish), Wyd. Geologiczne, Warszawa, 1990.
  • [5] GUSTKIEWICZ J., Permanent changes in deformations and strengths of rocks due to hydrostatic pressure, [w:] High Pressure Science and Technology, Proc. of the Joint AIRAPT and XXXIII EHPRG International Conference, 1995, 909–912.
  • [6] GUSTKIEWICZ J., Compressibility of rocks with a special consideration given to pore pressure, Proc. of the Biot Conf. on Poromechanics, Louvain-la-Neuve, Belgium, 14–16 September 1998, A.A. Balkema, Rotterdam, 1998, 573–577.
  • [7] KOSZELA-MAREK E., Effect of high hydrostatic pressure on the chemistry of water-clay suspension (in Polish), Górnictwo i Geoinżynieria, 2011, R. 35, z. 2, 395–402.
  • [8] LAMBE T.W., The structure of compacted clay, Journal of The Soil Mech. Div., ASCE, 1958, Vol. 85, No. SM2, 1654-1-1654-35.
  • [9] MITCHELL J.K., Fundamentals of Soil Behavior, 2nd ed. JohnWiley & Sons, New York, 1993.
  • [10] MUHUNTHAN B., Liquid limit and surface area of clays, Geotechnique, 1991, 41, 135–138.
  • [11] MYŚLIŃSKA E., Laboratoryjne badania gruntów, Wyd. Naukowe PWN, Warszawa, 2001.
  • [12] PETERSEN L.W., MOLDRUP P., JACOBSEN O.H., ROLSTON D.E., Relations between specific surface area and soil physical and chemical properties, Soil Science, 1996, Vol. 161, 9–21.
  • [13] PUSCH R., Mechanical properties of clays and clay minerals, [w:] Bergaya F. (red.), Handbook of clay science, Elsevier, Amsterdam, 247–260, 2006.
  • [14] SYSAK Z., High pressure production – high pressure reactor, Raport SPR nr 21/97, Inst. Techniki Cieplnej i Mech. Płynów Politechniki Wrocławskiej, Wrocław, 1997.
  • [15] TURKOZ M., TOSUN H., The use methylene blue test for predicting swell parameters of natural clay soils, Scientific Research and Essays, 2011, Vol. 6(8), 1780–1792.
  • [16] YUKSELEN-AKSOY Y., KAYA A., Method dependency of relationships between specific surface area and soil physicochemical properties, Applied Clay Science, 2010, 50, 182–190.
  • [17] PN-88/B-04481 – Grunty budowlane. Badanie próbek gruntu.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b4b9edd4-21d5-4dd6-ae8e-3caf99d124ca
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