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Tópicos sobre infiltração: teoria e prática aplicadas a solos tropicais
NASCIMENTO, B.B. (2011). Aplicação de um solucionador de EDPs genéricas em análise
de fluxo em obras geotécnicas. Trabalho de Conclusão de Curso (Graduação em Engenharia
Civil), Universidade Federal de Goiás, Goiânia.
RICHARDS, L. A. (1931). Capillary conduction of liquids through porous mediums. Physics,
v.1, p. 318-333.
Richards, S.; Weeks, L. (1952). Capillary conductivity values from moisture yield and
tension measurements on soil columns. Soil Sci. Soc. Am. Proc., v. 17, p. 206-209.
RIJTEMA, P. E. (1959). Calculation of capillary condutivity from pressure plate outflow data
with non-negligible membrande impedande. Neth. J. of Sci., n. 7, p. 209-215.
RIJTEMA, P. E. (1965). Analysis of actual evapotranspiration. Thesis Wageningen, V.L.O. n.
659, Pudoc, Wageningen.
SILLERS, W. S.; FREDLUND, D. G. (2001). Statistical assessment of soil-water characteristic
curve models for geotechnical engineering. Canadian Geotechnical Journal, Canada, v. 38, p.
1297-1313.
VAN GENUCHTEN, M. T. (1980). A closed form equation for predicting the hydraulic conductivity
of unsaturated. Soils. Soil Science Society of America Journal, v. 44, p. 892-898.
WILLIANS, G. A.; MILLER, C. T. (1999). An evaluation of temporally adaptative transformation
approaches for solving Richard’s equation. Advances in Water Resources, [s.l.], v. 22,
n. 8, p. 831-840.
WIND, G. P. (1955). A field experiment concerning capillary rise of moisture in a heavy clay
soil. Neth. J. of Agr. Sci. n. 3, p. 60-69.