References
- Aimrun, W., Amin, M.S.M., Eltaib, S.M., 2004. Effective porosity of paddy soils as an estimation of its saturated hydraulic conductivity. Geoderma, 121, 197-203.
- Arasan, S., Akbulut, S., Hasiloglu, S. A., 2011. The relationship between the fractal dimension and shape properties of particles. Journal of Civil Engineering, 15, 7, 1219-1225.
- Bowman, E.T., Soga, K., Drummond, W., 2001. Particle shape characterisation using Fourier descriptor analysis. Geotechnique, 51, 6, 545-554.
- Brooks, R., Corey, A., 1964. Hydraulic properties of porous media. Hydrology Paper, Colorado State University, 3, 1-27.
- Cadergen, R., 1997. Seepage, Drainage and Flow Nets. 3rd ed. John Wiley and Sons, New York, 467 p.
- Carrier, D., 2003. Goodbye, Hazen; Hello, Kozeny-Carman. Technical notes. Journal of Geotechnical and Geoenvironmental Engineering, 129, 11, 1054-1056.
- Chmielewski, M., 2006. Badania nad wpływem cech kształtu cząstek gruntów niespoistych na wybrane parametry ściśliwości. [The influence of particles shape of fine-grained noncohesive soils on the selected parameters of compressibility]. PhD Thesis. Wrocław, 117 p. (In Polish.)
- Cox, M., Badhu, M., 2008. A practical approach to grain shape quantification. Engineering Geology, 96, 1-16.
- Cuisinier, O., Auriol, J.C., Borgne, T.L., Deneele, D., 2011. Microstructure and hydraulic conductivity of a compacted lime-treated soil. Engineering Geology, 123, 187-193.
- Dawson, A., 2008. Water in Road Structures - Movement, Drainage and Effects. Springer, Dordrecht, 436 p.
- Domokos, G., Sipos, A., Szabó, T., Várkonyi, P., 2011. Pebbles, shapes and equilibria. Mathematical Geosciences, 42, 29-47.
- EN 1997-2, 2007. Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing.
- Frosard, A., 1979. Effect of sand grain shape on interparticle friction, indirect measurements by Rowe’s stress dilatancy theory. Geotechnique, 3, 341-350.
- Garboczi, E.J., Cheok, G.S., Stone, W.C., 2006. Using LADAR to characterize the 3-D shape of aggregates: Preliminary results. Cement and Concrete Research, 36, 2006, 1072-1075.
- Garcia-Bengochea, I., 1978. The Relation between Permeability and Pore Size Distribution of Compacted Clayey Silts: Interim Report. Joint Transportation Research Program Technical Report Series, Purdue University, West Lafayette, Indiana, 179 p.
- Gori, U., Mari, M., 2001. The correlation between the fractal dimension and internal friction angle of different granular materials. Soils and Foundations, 41, 6, 17-23.
- Harr, E., 1977. Mechanics of Particulate Media - a Probabilistic Approach. McGraw-Hill, New York, 543 p.
- Head, K., Epps, R., 2011. Manual of Soil Laboratory Testing, Vol. 2, Permeability, Shear Strength and Compressibility Test. 3rd ed. Whittles Publishing, Dunbeath Mill, 480 p.
- Hillel, D., 2004. Introduction to Environmental Soil Physics. 1st ed. Academic Press, San Diego, 494 p.
- Indraratna, B., Vafai, F., 1997. Analytical model for particle migration within base soil-filter system. Journal of Geotechnical and Geoenvironmental Engineering, 123, 2, 100-109.
- Indraratna, B., Vafai, F., Dilema, E.L.G., 1996. An experimental study of the infiltration of a lateritic clay slurry by sand filters. Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, 119, 2, 75-83.
- Jetel, J., 1975. Hydrogeologická interpretace jednotlivých kategorií efektivní pórovitosti. [The hydrogeological interpretations of the effective porosity categories]. Ústřední Ústav Geologický, Praha, 39 p. (In Czech.)
- Klípa, V., Sněhota, M., Dohnal, M., 2015. New automatic minidisc infiltrometer: design and testing. Journal of Hydrology and Hydromechanics, 63, 2, 110-116.
- Lambe, W., Whitman, R., 1979. Soil Mechanics. John Wiley & Sons, New York, 553 p.
- Lees, G., 1964. New method for determining the angularity of particles. Sedimentology, 3, 2-21.
- Mamok, B., 2004. Wpływ zagęszczenia i nieregularności kształtu cząstek drobnoziarnistych gruntów niespoistych na wartości kąta tarcia wewnętrznego. [The influence of density and particles shape irregularities of fine-grained noncohesive soils on the internal friction angle]. PhD Thesis, Wrocław, 87 p. (In Polish.)
- Masad, E., 2005. Computations of particle surface characteristics using optical and X-ray CT image. Computational Material Science, 34, 406-424.
- Nimmo, J.R., 2005. Porosity and Pore Size Distribution. In: Hillel, D. (Ed.): Encyclopedia of Soils in the Environment, Vol. 3. Elsevier, London, pp. 295-303.
- Parylak, K., 2000. Charakterystyka kształtu cząstek drobnoziarnistych gruntów niespoistych i jej znaczenie w ocenie wytrzymałości. [Characteristic of particles shape of finegrained cohesionless soils and its significance in strength assessment]. Zeszyty Naukowe Politechniki Śląskiej, no 90, Gliwice, 130 p. (In Polish with English abstract.)
- Parylak, K., Zięba, Z., 2012. Metoda określania parametrów przestrzeni porowej gruntów niespoistych z uwzględnieniem kształtu cząstek. [The method for determining the pore space parameters of non-cohesive soils including particles shape]. Inżynieria Morska i Geotechnika, 4/2012, 361-366. (In Polish with English abstract.)
- Parylak, K., Zięba, Z., Bułdys, A., Witek, K., 2013. Weryfikacja wyznaczania współczynnika filtracji gruntów niespoistych za pomocą wzorów empirycznych w ujęciu ich mikrostruktury. [The verification of determining a permeability coefficient of non-cohesive soil based on empirical formulas including its microstructure]. Acta Scientarum Polonorum Architectura, 12, 2, 43-51. (In Polish with English abstract.)
- Pena, A. A., Garcia-Rojo, R., Herrmann, H. J., 2007. Influence of particle shape on shape dense granular media. Granular Matter, 9, 279-291.
- Rasband, W.S., 1997-2016. ImageJ. U. S. National Institutes of Health, Bethesda, Maryland, USA, http://imagej.nih.gov/ij/.
- Santamarina, J.C., Cho, G.C., 2004. Soil behaviour: The role of particle shape. In: Proc. Skempton Conf. Advances in Geotechnical Engineering, Vol. 1, London, pp. 604-617.
- Sasal, M.C., Andriulo, A., Taboada, M.A., 2006. Soil porosity characteristics and water movement under zero tillage in silty soils in Argentinian Pampas. Soil and Tillage Research, 87, 9-18.
- Sheskin, D.J., 2003. Handbook of Parametric and Nonparametric Statistical Procedures. 3rd ed. Chapman & Hall/CRC, Boca Raton, London, New York, Washington D.C., 1193 p.
- Sinecen, M., Makinaci, M., Topal, A., 2011. Aggregate classification by using 3D image analysis technique. Gazi University Journal of Science, 24, 4, 773-780.
- Thomas, M.C., Wiltshire, R.J., Williams, A.T., 1995. The use of Fourier descriptors in the classification of particle shape. Sedimentology, 42, 635-645.
- Tiab, D., Donaldson, E.C., 2016. Porosity and permeability. In: Petrophysics. Theory and Practice of Measuring Reservoir Rock and Fluid Transport Properties. 4th ed. Elsevier, Amsterdam, pp. 67-186.
- Tran, T.D., Cui, Y.J., Tang A. M., Audiguier, M., Cojean, R., 2014. Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay. Journal of Rock Mechanics and Geotechnical Engineering, 6, 399-404.
- Utkaeva, V.F., 2007. Specific surface area and wetting heat of different soil types in European Russia. Eurasian Soil Science, 40, 11, 1193-1202.
- Valentin, R., Sardini, P., Mazurier, A., Regnault, O., Descostes, M., 2016. Effective porosity measurements of poorly consolidated materials using non-destructive methods. Engineering Geology, 205, 24-29.
- Vallejo, L., 1995. Fractal analysis of granular materials. Geotechnique, 45, 159-163.
- Wadell, H., 1932. Volume, shape and roundness of rock particles. The Journal of Geology, 40, 443-451.
- White, T.L., Williams, P.J., 1999. The influence of soil microstructure on hydraulic properties of hydrocarboncontaminated freezing ground. Polar Record, 35, 25-32.
- Wolski, W., 1987. Filters, Report General. In: Proc. Int. IX European Conference on Soil Mechanics and Foundation Engineering, Vol. 3, Dublin, pp. 1351-1366.
- Yagiz, S., 2001. Brief note on the influence of shape and percentage of gravel on the shear strength of sand and gravel mixtures. Bulletin of Engineering Geology and Environment, 60, 321-323