This paper presents the results of analyses of the simple linear of regression permeability coefficient and void ratio in organic soils. Eight samples of gyttjas coming from the area of Olsztyn were analyzed. The research methodology was described and the e – log k relationship was tested under five loads variants. The linear regression models built on the basis of statistically significant results explained more than 75% variability log k, as it was found as a result of the performed analysis. The high values of F statistics affirm the significance of the linear model. The results indicate that oedometer test procedure does not include many factors contributing to soil permeability properties. The precise identification of the dependence of the filtration coefficient k on the void ratio e is critical in recognizing the mechanism of relationship between these characteristics.
References
[1] Hartlén J., Wolski W. (red.). Embankments on Organic Soils. Elsevier Science, 1996.
[2] Jaromińska M. Wskaźnik zmian przepuszczalności gruntów słabonośnych. Budownictwo i Architektura 14(2) (2015) 43-54.
[3] Wolski W. Metody badań gruntów słabych. VII Krajowa Konferencja Mechaniki Gruntów i Fundamentowania, Poznań 1984.
[4] Dobak P., Kowalczyk S. Geologiczno-inżynierska analiza występowania gruntów organicznych w podłożu wybranego odcinka autostrady A2. Biuletyn Państwowego Instytutu Geologicznego 446 (2011) 257-264.
[5] Samarasinghe A. M., Huang H., Yang F. ASCE &Drnevich V.P., M. ASCE. 1982. Permeability and consolidation of normally consolidated soils. Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers, ASCE, vol. 108, No GT6 (1982) 835-850.
[6] Clarke B. G., Chen C.C. Intrinsic properties of permeability. Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, 6-12 September, Hamburg, Germany, 1 (1987) 259-262.
[7] Ahuja L.R., Cassel D.K., Bruce R.R., Barnes B.B. Evaluation of spatial distribution of hydraulic conductivity using effective porosity data. Soil Sci. 148 (1989) 404-411.
[8] Ahuja L.R., Wendroth O., Nielsen D.R. Relationship between drainage of surface soil and average profile saturated conductivity. Soil Sci. Soc. Am. J. 57 (1993) 19-25.
[9] Franzmeier D.P., Estimation of hydraulic conductivity from effective porosity data for some Indiana soils. Soil Sci. Soc. Am. J. 55 (1991) 1801-1803.
[10] Timlin D.J., Ahuja L.R., Pachepsky Ya., Williams R.D. Gimenez D., Rawls W. Use of Brooks-Corey parameters to improve estimates of saturated conductivity from effective porosity. Soil Sci. Soc. Am. J. 63 (1999) 1086-1092.
[11] Piaskowski A. Instrukcja ITB nr 289, 1989.
[12] Dobak P. Określenie przepuszczalności gruntów spoistych w badaniach konsolidacji z ciągłym przyrostem obciążenia. Przegląd Geologiczny 55(2) (2007) 126-132.
[13] Wiłun Z. Zarys geotechniki. Wyd. Komunikacji i Łączności, Warszawa, 1987.
[14] Guilford J.P. Podstawowe metody statystyczne w psychologii i pedagogice. PWN, Warszawa, 1964.
[15] Welfe A. Ekonometria. Metody i ich zastosowanie. PWE, 2009.
