References
- Bishop, A.W. (1959), "The principle of effective stress", Teknisk Ukeblad I Samarbeide Med Teknikk, Vol.106, No.39, pp.859-863.
- Cornforth, D.H. (1973), "Prediction of drained strength of sands from relative density measurement", ASTM STP 523, pp.281-303.
- Cornforth, D.H. (2005), Landslides in Practice; Investigation, Analysis, and Remedial/Preventative Options in Soils, John Wiley and Sons, 569p.
- de Campos, T.M.P., Andrade, M.H.N., and Vargas, E.A., Jr. (1991), "Unsaturated colluvium over rock slide in a forested site in Rio de Janeiro, Brazil", Proc. 6th Int. Symp. on landslides, Christchurch, New Zealand, Vol.2, pp.1357-1364.
- Gallipoli, D., Gens, A., Sharma, R., and Vaunat, J. (2003), "An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour", Geotechnique, Vol.53, No.1, pp.123-135. https://doi.org/10.1680/geot.2003.53.1.123
- Godt, J.W., Baum, R.L., and Chleborad, A.F. (2006), "Rainfall characteristics for shallow landsliding in Seattle, Washington, USA". Earth Surface Processes and Landforms, Vol.31, No.1, pp.97-110. https://doi.org/10.1002/esp.1237
- Hilf, J.W. (1956), An investigation of pore water pressure in compacted cohesive soils, Technical Memorandum No.654, U.S. Department of the interior, Bureau of Reclamation, Design and Construction Division, Denver, Colorado.
- Karube, D. and Kato, S. (1994), "An ideal unsaturated soil and the Bishop's soil", Proc. 13th nternational Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, Vol.1, pp.43-46.
- Kim, J.H., Jeong, S.S., Park, S.W., and Sharma, J. (2004), "Influence of rainfall-induced wetting on the stability of slopes in weathered soils", Engineering Geology, Vol.75, pp.251-262. https://doi.org/10.1016/j.enggeo.2004.06.017
- Kim, K.S., Song, Y.S., Chae, B.G., Cho, Y.C., and Lee, C.O. (2007), "Geometric characteristics of landslides on natural terrain according to the geological condition", Journal of Engineering Geology, Vol.17, No.1, pp.75-87. (in Korean)
- Lu, N. and Godt., J. (2008), "Infinite-Slope Stability under Steady Unsaturated Seepage Conditions", Water Resources Research, W11404, Vol.44, pp.1-13.
- Lu, N. and Griffiths, D.V. (2004), "Suction stress profiles in unsaturated soils", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.130, No.10, pp.1063-1076. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:10(1063)
- Lu, N. and Likos, W.J. (2004), Unsaturated soil mechanics, John Wiley & Sons Inc., New York. 556p.
- Lu, N. and Likos, W.J. (2006), "Suction stress characteristic curve for unsaturated soil", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.132, No.2, pp.131-142. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(131)
- Lu, N., Godt, J.W., and Wu, D.T. (2010), "A closed-form equation for effective stress in unsaturated soil", Water Resources Research, Vol.46, W05515.
- Marachi, N.D., Chan, C.K., Seed, H.B., and Duncan, J.M. (1969), Strength and deformation characteristics of rockfill materials, University fo California, Report TE-69-5, Berkeley, California.
- Mualem, Y. (1976), "A new model for predicting the hydraulic conductivity of unsaturated porous media", Water Resources Research, Vol.12, No.3, pp.513-522. https://doi.org/10.1029/WR012i003p00513
- 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. https://doi.org/10.1016/S0266-352X(97)00036-0
- Park, D.K., Oh, J.R., Son, Y.J., Park, J.H., and Lee, M.S. (2008), "Steep slope management system in Korea", Proc. the 2nd East Asia Landslides Symposium, Seoul, pp.7-11.
- Song, Y.S. and Choi, J.S. (2012), "Hysteresis of the suction stress in unsaturated weathered mudstone soils", Journal of Korean Geotechnical Society, Vol.28, No.3, pp.91-100. (in Korean) https://doi.org/10.7843/kgs.2012.28.4.91
- Song, Y.S., Choi, J.S., and Kim, G.W. (2012a), "Experimental study on the hysteresis of suction stress in unsaturated sand" Journal of Engineering Geology, Vol.22, No.2, pp.145-155. (in Korean) https://doi.org/10.9720/kseg.2012.22.2.145
- Song, Y.S., Hong, W.P., and Woo, K.S. (2012b), "Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall", Engineering Geology, Vol.129-130, pp.56-67. https://doi.org/10.1016/j.enggeo.2012.01.012
- Song, Y.S., Hwang, W.K., Jung, S.J., and Kim, T.H. (2012c), "A comparative study of suction stress between sand and silt under unsaturated conditions", Engineering Geology, Vol.124, pp.90-97. https://doi.org/10.1016/j.enggeo.2011.10.006
- Song, Y.S., Lee, N.W., Hwang, W.K., and Kim, T.H. (2010), "Construction and application of an automated apparatus for calculating the Soil-Water Characteristic Curve", Journal of Engineering Geology, Vol.20, No.3, pp.281-295. (in Korean)
- Terzaghi, K. (1943), Theoretical soil mechanics, John Wiley & Sons Inc., New York.
- van Genuchten, M.T. (1980), "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils", Soil Science Society of America Journal, Vol.44, pp.892-898. https://doi.org/10.2136/sssaj1980.03615995004400050002x
- Wayllace, A. and Lu, N. (2012), "A transient water release and imbibitions method for rapidly measuring wetting and drying soil water retention and hydraulic conductivity functions", Geotechnical Testing Journal, ASTM, Vol.35, GTJ103596. https://doi.org/10.1520/GTJ103596
- Wolle, C.M. and Hachich, W. (1989), "Rain-induced landslides in southeastern Brazil", Proc. of the 12th International Conference on Soil Mechanics and Foundation Engineering, Roi de Janeiro, pp. 1639-1644.
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