References
- Alonso, E., Gens, A., and Lloret, A. (1995), "Effect of Rain Infiltration on the Stability of Slopes", Proceedings of the First Int. Conf. on Unsaturated Soils, Paris, pp.241-249.
- Bishop, A. W. (1959), "The Principle of Effective Stress", Teknisk Ukeblad, Vol.106, No.39, pp.859-863.
- Borja, R. I. and White, J. A. (2010), "Continuum Deformation and Stability Analyses of a Steep Hillside Slope under Rainfall Infiltration", Acta Geotechnica, Vol.5, pp.1-14, doi:10.1007/s11440-009-01080-1.
- Borja, R. I., White, J. A., Liu, X., and Wu, W. (2012), "Factor of Safety in a Partially Saturated Slope Inferred from Hydromechanical Continuum Modeling", International Journal for Numerical and Analytical Methods in Geomechanics, Vol.36, No.2, pp.236-248. https://doi.org/10.1002/nag.1021
- Cheng, Y. M., Lansivaara, L., and Wei, W. B. (2007), "Twodimensional Slope Stability Analysis by Limit Equilibrium and Strength Reduction Methods", Computers Geotechnics, Vol.34, No.3, pp.137-150. https://doi.org/10.1016/j.compgeo.2006.10.011
- Chapuis, R. P. and Aubertin, M. (2003), "On the use of the Kozeny- Carman Equation to Predict the Hydraulic Conductivity of Soils", Canadian Geotechnical Journal, Vol.40, No.3, pp.616-628. https://doi.org/10.1139/t03-013
- Cho, S. E. (2014), "Study on the Characteristics of Infinite Slope Failures by Probabilistic Seepage Analysis", Journal of Korean Geotechnical Society, Vol.30, No.10, pp.5-18. https://doi.org/10.7843/KGS.2014.30.10.5
- Cho, S. E. and Lee, S. R. (2001), "Instability of Unsaturated Soil Slopes due to Infiltration", Computers and Geotechnics, Vol.28, No.3, pp.185-208. https://doi.org/10.1016/S0266-352X(00)00027-6
- Fredlund, D. G. and Rahardjo, H. (1995), Soil mechanics for unsaturated soils. New York: John Wiley & Sons.
- Fredlund, D. G., Rahardjo, H., and Fredlund, M. D. (2012), Unsaturated Soil Mechanics in Engineering Practice, John Wiley & Sons, New York.
- Hu, R., Chen, Y. F., and Zhou, C. B. (2011), "Modeling of Coupled Deformation, Water Flow and Gas Transport in Soil Slopes Subjected to Rain Infiltration", Science China Technological Sciences, Vol.54, No.10, pp.2561-2575. https://doi.org/10.1007/s11431-011-4504-z
- Itasca (2011), User's Manual : Fluid-Mechanical Interaction, FLAC 7.0, Itasca Consulting Group Inc. Minneapolis.
- Kim, J. H. and Hwang, Y. C. (2011), "Finite Element Analysis of Partially Saturated Soil Considering Pore-air Pressure", Journal of Korean Geotechnical Society, Vol.27, No.3, pp.95-102. https://doi.org/10.7843/kgs.2011.27.3.095
- Kim, J. H., Im, J. S., and Park, S. W. (2012), "Hydro-mechanical behavior of Partially Saturated Soil Slopes under Rainfall", Journal of Korean Geotechnical Society, Vol.28, No.11, pp.69-78. https://doi.org/10.7843/kgs.2012.28.11.69
- Kim, J. H., Im, J. S., and Park, S. W. (2014), "Coupled Finite Element Analysis of Partially Saturated Soil Slope Stability", Journal of Korean Geotechnical Society, Vol.30, No.4, pp.35-45. https://doi.org/10.7843/kgs.2014.30.4.35
- Kim, Y. K. (2003), Permeability of unsaturated weathered soils by analyzing triaxial permeameter test results, Master thesis, KAIST.
- Kim, Y. S., Kim, J. H., Kim, T. H., and Lee, J. K. (2014), "Comparison between Soil Drainage Experiment and Finite Element Analysis for Air Diffusion in Multiphase Porous Media", Journal of Korean Geotechnical Society, Vol.30, No.2, pp.77-85. https://doi.org/10.7843/kgs.2014.30.2.77
- Lu, N. and Godt, J. (2013), Hillslope Hydrology and Stability, Cambridge University Press, New York.
- 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
- Richards, L. A. (1931), "Capillary Conduction of Liquids through Porous Mediums", Physics, Vol.1, No.5, pp.318-333. https://doi.org/10.1063/1.1745010
- Shin, H. S. (2011), "Formulation of Fully Coupled THM behavior in Unsaturated Soil", Journal of Korean Geotechnical Society, Vol.27, No.3, pp.75-83. https://doi.org/10.7843/kgs.2011.27.3.075
- Sun, D. M., Zang, Y. G., and Semprich, S. (2015), "Effects of Airflow Induced by Rainfall Infiltration on Unsaturated Soil Slope Stability", Transport in Porous Media, Vol.107, No.3, pp.821-841. https://doi.org/10.1007/s11242-015-0469-x
- Touma, J. and Vauclin, M. (1986), "Experimental and Numerical Analysis of Two Phase Infiltration in a Partially Saturated Soil", Transport in Porous Media, Vol.1, No.1, pp.27-55. https://doi.org/10.1007/BF01036524
- Ugai, K. and Leshchinsky, D. (1995), "Three-dimensional Limit Equilibrium and Finite Element Analysis: A Comparison of Results", Soils and Foundation, Vol.35, No.4, pp.1-7.
- van Genuchten, M. T. (1980), "A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils", Soil Science Society America Journal, Vol.44, No.5, pp.892-898. https://doi.org/10.2136/sssaj1980.03615995004400050002x
- Zhang, L. L., Fredlund, D. G., Zhang, L. M., and Tang, W. H. (2004), "Numerical Study of Soil Conditions under which Matric Suction Can be Maintained", Canadian Geotechnical Journal, Vol.41, No.4, pp.569-582. https://doi.org/10.1139/t04-006
- Zhang, X. Y., Zhu, Y. M., and Fang, C. H. (2009), "The Role for Air Flow in Soil Slope Stability Analysis", Journal of Hydrodynamics, Vol.21, No.5, pp.640-646. https://doi.org/10.1016/S1001-6058(08)60195-X
- Zienkiewicz, O. C., Humpheson, C., and Lewis, R. W. (1975), "Associated and Nonassociated Visco-plasticity and Plasticity in Soil Mechanics", Geotechnique, Vol.25, No.4, pp.671-689. https://doi.org/10.1680/geot.1975.25.4.671
Cited by
- Slope Stability Analysis of Unsaturated Soil Slopes Based on the Site-Specific Characteristics: A Case Study of Hwangryeong Mountain, Busan, Korea vol.12, pp.7, 2016, https://doi.org/10.3390/su12072839