References
- Ehlers, W., T. Graf, and M. Ammann, 2004. Deformation and localization analysis of partially saturated soil, Computer methods in applied mechanics and engineering, Elsevier, 193: 2885-2910. https://doi.org/10.1016/j.cma.2003.09.026
- Garcia, E., 2010. Numerical analysis of the rainfall infiltration problem in unsaturated soil, Ph.D. dissertation, Kyoto University, Japan.
- Horii, K., M. Tateyama, Y. Uchida, J. Koseki, F. Tatsuoka, 1997. Permanent displacement accompanied by circular failure of railway embankments due to seismic loading, the 32nd annual meeting of Japanese Geotechnical Society, Kumamoto, E-6, 946: 1895-1896.
- Jommi, C., 2000. Remarks on the constititive modelling of unsaturated soils, Experimental Evidence and Theoretical Approaches in Unsaturated soils, Tarantino, A. and Mancuso, C. eds., Balkema.
- Kato, R., 2011. Development of an unsaturated seepage-deformation coupled simulation method and its application to river embankment, Ph.D. dissertation, Kyoto University, Japan. (in Japanese)
- Kim, J. S, J. M. Lee, H. W. Lee, and J. H. Jeong, 2009. A study on the stability of the breakwater according to replacement-layer change under earthquake loading, Proceeding of the 35th Annual Conference of Korean Society of Civil Engineers, October: 2873-2876.
- Lee, C. W., 2012. A study on dynamic stability of unsaturated road embankments using dynamic centrifugal model tests, Ph.D. dissertation, Kyoto University, Japan.
- Lee, C. W., Y. Higo, and F. Oka, 2014a. Dynamic-stability Evaluation of Unsaturated Road Embankments with Different Water Contents, Journal of the Korean Geotechnical Society, 30(6): 5-21. https://doi.org/10.7843/KGS.2014.30.6.5
- Lee, C. W., J. M. Kim, Y. B. Moon, and Y. S. Kim, 2014b. Behavior characteristics of poorly-compacted raised reservoir levee with water level raising, Journal of the Korean Society of Agricultural Engineers, 56(6): 113-119. https://doi.org/10.5389/KSAE.2014.56.6.113
- Oka, F., A. Yashima, A. Tateishi, Y. Taguchi, and S. Yamashita, 1999. A cyclic elastoplastic constitutive model for sand considering a plastic-strain dependence of the shear modulus, Geotechnique, 49(5): 661-680. https://doi.org/10.1680/geot.1999.49.5.661
- Oka, F., T. Kodaka, S. Kimoto, Y. S. Kim, and N. Yamasaki, 2006. A multi-phase coupled FE analysis using an elasto-viscoplastic model for unsaturated soil, Geomechanics II, Geotechnical Special Publication, ASCE, Proc. 2nd US-Japan workshop on Geomechanics.
- Oka, F., T. Kodaka, S. Kimoto, R. Kato, and S. Sunami, 2007. A hydro-mechanical coupled analysis of an unsaturated river embankment dye to seepage flow, key engineering materials, Transtech publications, 340-341: 1223-1230. https://doi.org/10.4028/www.scientific.net/KEM.340-341.1223
- Oka, F., S. Kimoto, N. Takada, and Y. Higo, 2009. A multiphase elasto-viscoplastic analysis of an unsaturated river embankment associated with seepage flow, Prediction and simulation methods for geohazard mitigation, Oka, Murakami and Kimoto eds., CRC Press: 127-132.
- Oka, F., S. Kimoto, N. Takada, H. Gotoh, and Y. Higo, 2010. A seepage-deformation coupled analysis of an unsaturated river embankment using a multiphase elasto-viscoplastic theory, soil and Foundations, IS-KYOTO Special Issue, 50(4): 483-494.
- Okusa, S., 1985. Wave-induced stresses in unsaturated submarine sediments, Geotechnique, 35(4): 517-532. https://doi.org/10.1680/geot.1985.35.4.517
- Richtmyer, R. D. and K. W. Morton, 1967. Difference methods for initial-value problems, 2nd edition, Interscience publishers, New York.
- Sakai, Y., 2009. Reinvestigation on period range of strong ground motions corresponding to buildings damage, including data of the 2007 Noto-hanto and Niigata-ken Chuetsu-oki Earthquakes, Journal of structure and construction engineering, Architectural Institute of Japan, 74(642): 1531-1536. (in Japanese) https://doi.org/10.3130/aijs.74.1531
- Shin, J. H., 2003. A study on the behavior of an earth and rockfill dam due to reservoir water, Journal of the Korean Geotechnical Society, 19(6): 61-70.
- Taguchi, Y., A. Tateishi, F. Oka, and A. Yashima, 1995. A Cyclic elasto-plastic model based on the generalized flow rule ant its application, Proc. 5th Int. Symposium on Numerical Models in Geomechanics, Davos, Switzerland, Pande, G. N. and Pietruszczak, S. eds., Balkema: 57-62.
- The LIQCA Research and Development Group (Representative: Oka, F. of Kyoto University), 2009. User's manual for LIQCA2D09 (2009 released print). (in Japanese)
- van Genuchten, M. T., 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Science Society of America Journal, 44: 892-898. https://doi.org/10.2136/sssaj1980.03615995004400050002x