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1 Freeze, R. A., "Three dimensional transient, saturated unsaturated flow in a fround water basin" (7) : 347-366, 1971
2 Fredlund, D. G., "The relationship of the unsaturated soil shear strength to soil-water characteristic curve" 33 : 440-448, 1996
3 Ram Krishna Regmi, "Study on mechanism of retrogressive slope failure using artificial rainfall" Elsevier BV 122 : 27-41, 2014
4 Lee, K. H., "Stability of unsaturated infinite slope under rainfallinduced infiltration" 611-616, 2011
5 Collins, B. D., "Stability analyses of rainfall induced landslides" (4) : 362-372, 2004
6 Rahardjo, H., "Shear strength characteristics of a residual soil" (32) : 60-77, 1995
7 Iverson, R., "Regulation of landslide motion by dilatancy and pore pressure feedback" 110 (110): 1-16, 2005
8 Korup, O., "Recent research on landslide dams- a literature review with special attention to New Zealand" (26) : 206-235, 2002
9 Wang, G., "Pore-pressure generation and movement of rainfall-induced landslides; effects on grain size and fine-particle content" (69) : 109-125, 2003
10 Tsai, T. L., "Numerical modeling of rainstorm-induced shallow landslides in saturated and unsaturated soils" 1269-1277, 2008
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