[1] Brenner, R.P.: A hydrological model study of a forested and cutover slope. Hydrological Sciences 18, 125–144 (1973).
[2] Dupuy, L., Gregory, P.J., Bengough, A.G.: Root growth models: towards a new generation of continuous approaches. Journal of Experimental Botany 61, 2131–2143 (2010).
[3] Dupuy, L., Vignes, M., Mckenzie, B.M., White, P.J.: The dynamics of root meristem distribution in the soil. Plant, Cell and Environment 33, 358–369 (2010).
[4] E. Spencer, “A method of analysis of embankments assuming parallel inter-slice forces”, Geotechnique, Vol. 17, No. 1, pp. 11-26, 1967.
[5] Gray, D.H., Ohashi, H.: Mechanics of fiber reinforcement in sand. Journal of Geotechnical Engineering 109(3), 335–353 (1983).
[6] N.R. Morgenstern, and V.E.Price, “The analysis of the stability of general slip surface”, Geotechnique, Vol. 15, pp. 79-93, 1965.
[7] Pollen, N., Simon, A., Jaeger, K., Wohl, E.: Destabilization of streambank by removal of invasive species in Canyon de Chelly national monument, Arizona. Geomorphology 103, 363–374 (2009).
[8] Pollen, N., Simon, A.: Estimating mechanical effects of riparian vegetation on streambank stability using a fiber bundle model. Water Resources Research 41(W07025) (2005).
[9] Pollen, N.: Temporal and spatial variability in root reinforcement of streambanks: Accounting for soil shear strength and moisture. Catena 69, 197–205 (2007).
[10] Schwarz, M., Cohen, D., Or, D.: Spatial characterization of root reinforcement at stand scale: Theory and case study. Geomorphology 171-172, 190–200 (2012).
[11] Schwarz, M., Lehmann, P., Or, D.: Quantifying lateral root reinforcement in steep slopesfrom a bundle of roots to tree stands. Earth Surface Processes and Landforms 35, 354–367 (2010).
[12] Waldron, L.J.: Shear resistance of root-permeated homogeneous and stratified soil. Soil Science Society of America Journal 41, 843–849 (1977).
[13] Wu, T.H., McKinnell, W.P., Swanston, D.N.: Strength of tree roots and landslides on Prince of Wales Island, Alaska. Canadian Geotechnical Journal 114(12), 19–33 (1979)
[14] Wu, T.H.: Investigation of landslides on Prince of Wales Island, Alaska. Geotechnical Engineering Report 5, Ohio State University, Department of Civil Engineering (1976).
[15] Galeandro A, S ˇ imu°nek J, Simeone V (2011) Simulating infiltration processes into fractured and swelling soils as triggering factors of landslides. In: Margottini C, Canuti P, Sassa K (eds) Landslide science in practice, vol 3 Spatial analysis and modelling; chapter 1—Advances in slope modeling. (World Landslide Forum 2, Rome, October 2011).
[16] Galeandro A, Simeone V, S ˇ imu°nek J (2013b) A dual-permeability model for simulating water infiltration into unsaturated, fractured and swelling soils. Rend Online Soc Geol It 24:152–154.
[17] Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resour Res 12:513–515.
[18] van Genuchten MTh (1980) A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898.
Thank you for copying data from http://www.arastirmax.com