1 |
Chow, V. T., Maidment, D. R. and Mays, L. W. (1988), Applied Hydrology, McGraw-Hill, New York
|
2 |
Lee, S. G. and de Freitas. M. H. (1989), 'A revision of the description and classification of weathered granite and its appli-cation to granites in Korea', J. of Engrg. Geol., Vol.22, No.1, pp.31-48
DOI
|
3 |
Leong, E.C., He, L. and Rahardjo, H. (2002), 'Factors affecting the filter paper method for total and matric suction measurements', Geotechnical Testing Journal, Vol.25, No.3, pp.1-12
|
4 |
Ng, C. W. W. and Shi, Q. (1998), 'A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage', Computers and Geotechnics, Vol.22, No.1, pp.1-28
DOI
ScienceOn
|
5 |
Van Genuchten, M. T. (1980), 'A closed-form equation for predicting the hydraulic conductivity of unsaturated soils', J. Soil Sci. Soc. Am., Vol.44, pp.892-898
DOI
ScienceOn
|
6 |
Rahardjo, H., Lim, T. T., Chang, M. F., and Fredlund, D. G. (1995), 'Shear-strength characteristics of a residual soil', Canadian Geotechnical Journal, Vol.32, pp.60-77
DOI
ScienceOn
|
7 |
ASTM (2000), Annual Book of ASTM Standards: Measurement of Soil Potential (Suction) Using Filter Paper. Vol.04.08, D5298-94, pp.154-159
|
8 |
Fourie, A. B., Rowe, D. and Blight, G. E. (1999), 'The effect of infiltration on the stability of the slopes of a dry ash dump', Ge otechnique, Vol.49, No.1, pp.1-13
|
9 |
Vanapalli, S. K., Fredlund, K. G., Pufahl, D. E. and Clifton, A. W. (1996), 'Model for prediction of shear strength with respect to matric suction', Canadian Geotechnical Journal, Vol.33, pp. 379-392
DOI
ScienceOn
|
10 |
Holtz, R.D. and Kovacs, W.D. (1981), An Introduction to Geotechnical Engineering, Prentice-Hall Inc, USA
|
11 |
Skagg, R .W. and Khaleel, R. (1982), 'Hydrologic Modeling of Small Watersheds, Monograph 5', Infiltration. In C.T. Haan, ed. American Society of Agricultural Engineers, St. Joseph, Mich., pp.4-166
|
12 |
Geo-Slope (1998), User's manual for SEEP/W and SLOPE/W: Version 4, Geo-Slope International Ltd, Canada.
|
13 |
Leong, E. C. and Rahardjo, H. (1997), 'Review of Soil-Water Characteristic Curve Equations', Journal of Geotechnical and Geoenvironmental Engineering, Vol.123, No.12, pp.1106-1117
DOI
ScienceOn
|
14 |
Maidment, David R. (1993), Handbook of hydrology. David R. Maidment, McGraw-Hill, pp.5.32-5.51
|
15 |
Moore, R. E. (1939), 'Water conduction from shallow water tables', Hilgardia, Vol.12, No.6, pp.383-426
DOI
|
16 |
Green, W. H. and Ampt, G. A. (1911), 'Studies on soil physics. 1: The flow of air and water through soils', J. Agric. Sci., Vol.4, No.1, pp.1-24
DOI
|
17 |
Pradel D. and Raad G. (1993), 'Effect of Permeability on Surficial Stability of Homogeneous Slopes', Journal of Geotechnical Engineering, Vol.119, No.2, pp.315-332
DOI
|
18 |
Lumb, P. B. (1962), 'Effects of rain storms on slope stability', Symp. on Hong Kong Soils, Hong Kong, pp.73-87
|
19 |
Rawls, W. J., Brakensiek, D. L. and Soni, B. (1983), 'Agricultural Management Effects on Soil Water Processes: Part I . Soil Water Retention and Green-Ampt Parameters. Trans', American Society of Agricultural Engineers, Vol.26, No,6, pp.1747-1752
DOI
|
20 |
Fredlund, D. G. and Rahardjo, H. (1993), Soil Mechanics for Unsaturated Soils, John Wiley and Sons
|
21 |
Lumb, P. B. (1975), 'Slope failures in Hong Kong', Q. J. Engng Geol, Vol.8, pp.31-65
DOI
|
22 |
Fredlund, D. G. and Xing, A. (1994), 'Equations for the soil-water characteristic curve', Canadian Geotechnical Journal, Vol.31, pp.521-532
DOI
ScienceOn
|
23 |
Kim, S. I., Park, C. H., Lee, S. R. and Jeong, S. S. (1994), Report of the Stability Analysis of Natural Slope of Yongseong Industrial Complex in Yeocheon, Lucky-Development Company, Korea
|