Submicron structure random field on granular soil material with retinex algorithm optimization

Yu Liang; Chenyuan Tao; Bingcheng Zhou; Shuai Huang; Linchong Huang

doi:10.1051/epjconf/201714012013

All issues

Volume 140 (2017)

EPJ Web Conf., 140 (2017) 12013

References

Open Access

Issue		EPJ Web Conf. Volume 140, 2017 Powders and Grains 2017 – 8^th International Conference on Micromechanics on Granular Media


Article Number		12013
Number of page(s)		4
Section		Geomaterials
DOI		https://doi.org/10.1051/epjconf/201714012013
Published online		30 June 2017

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[1] G. A. Fenton, D. V. Griffiths. Probabilistic methods in geotechnical engineering, chapter The random finite element method (RFEM) in bearing capacity analysis. (Springer Wien New York, 2007). [Google Scholar]

[2] R. Popescu, G. Deodatis, A. Nobahar. Effects of random heterogeneity of soil properties on bearing capacity. Probabilist. Eng. Mech., 20 (2005). [CrossRef] [Google Scholar]

[3] E. N. Landis, E. N. Nagy, D. T. Keane. Microstructure and fracture in three dimensions. Eng. Fract. Mech, 70, 5 (2003). [Google Scholar]

[4] J. E. Andrade, R. I. Borja. Capturing strain localization in dense sands with random density. Int. Numer. Meth. Eng., 2006, 67, 1 (2006). [Google Scholar]

[5] E. H. Land, J. Mccann. Lightness and retinex theory. J. Opt. Soc. Am., 61, 1 (1971). [CrossRef] [PubMed] [Google Scholar]

[6] E. H. Land. The retinex theory of color vision. (Scientific America, 1977). [Google Scholar]

[7] E. H. Land. An alternative technique for the computation of the designator in the retinex theory of color vision. P Natl a Sci India B, 83, 10 (1986). [Google Scholar]

[8] M. Elad. Retinex by two bilateral filters. (Springer, 2005). [Google Scholar]