1 |
Fredlund, D.G., Xing, A. (1994). "Equation for the soil-water characteristic curve." Canadian Geotechnical Journal, Vol. 31, pp. 521-532.
DOI
|
2 |
Fredlund, D.G. (1995). "The stabilhy of slopes with negative pore-water pressure." Proceedings, Ian Boyd Donald Symposium on Modem Developments in Geomechanics, Monash University, Melbourne, Australia, June 7. pp. 99-116.
|
3 |
Fredlund, M.D., Wilson, G.W., Fredlund, D.G. (1997). "Prediction of the soil water characteristic curve from the grain size distribution curve and volume-mass properties." Proceedings of the 3rd Symposium on Unsaturated Soil, Rio de Janeiro, Brazil, April 2022, pp. 13-23.
|
4 |
Gan, J.K.M., Fredlund, D.G., Rahardjo, H. (1988). "Determination of the shear strength parameters of an unsaturated soil using the direct shear test." Canadian Geotechnical Journal, Vol. 25, pp. 500-510.
DOI
|
5 |
Hillel (1982). Introduction to Soil Physics. Academic Press. New York, USA.
|
6 |
Kim, K.S. (2006). "The properties of soil by geological conditions in the soil slope in landslide areas." Journal of Geotechnical engineering, Vol. l6, No. 4, pp. 359-371.
|
7 |
Kim, G.H., Hwang, E.P., Lee, K.I. (2018). "Evaluation of stability of slope with granite weathered soil considering rainfall events." Journal of the Korea Society of Disaster Information, Vol. 14, No. 4, p. 422.
|
8 |
Lam, L., Fredlund, D.G., Barbour, S.L. (1987). "Transient seepage model for saturated-unsaturated soil systems." Canadian Geotechnical Journal, Vol. 24, pp. 565-580.
DOI
|
9 |
Lee, S.J., Lee, S.R., Kim, Y.S. (2003). "An approach to estimate unsaturated shear strength using artificial neural network and hyperbolic formulatira." Journal of Computers and Geotechnics, Vo1. 30, pp. 489-503.
DOI
|
10 |
Lumb, P. (1962). Effect of rainstorms on slope stability. Proceedings of Symposium on Hong Kong Soils, Hong Kong, pp. 73-87.
|
11 |
Yoon, B.J. (2016). " ITS System architecture based upon object-oriented methodology." Journal of Korea Society of Disaster Information. Vol. 12, No. 1, pp. 105-115.
DOI
|