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Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

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  3. 2015-10 (v.35 n.5)
  4. 10.12652/Ksce.2015.35.5.1073
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1 
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Cho, S. E. and Lee, S. R. (2000). “Slope stability analysis of unsaturated soil slopes due to rainfall infiltration.” Jr. of the Korean Geotechnical Society, Vol. 16, No. 1, pp. 51-64 (in Korean).Cho, S. E. and Lee, S. R. (2000). “Slope stability analysis of unsaturated soil slopes due to rainfall infiltration.” Jr. of the Korean Geotechnical Society, Vol. 16, No. 1, pp. 51-64 (in Korean).Google Search
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4 
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5 
Fredlund, D. G. and Xing, A.(1994). “Equations for the soil-water characteristic curve.” Canadian Geotechnical Journal, Vol. 31, pp. 521-532.10.1139/t94-061Fredlund, D. G. and Xing, A.(1994). “Equations for the soil-water characteristic curve.” Canadian Geotechnical Journal, Vol. 31, pp. 521-532.DOI
6 
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7 
Fredlund, D. G., Vanapalli, S. K., Xing, A. and Pufahl, D. E. (1995). “Predicting the shear strength function for unsaturated soils using the soil-water characteristic curve.” Unsaturated Soils, Alonso and Delage (eds), Balkema, pp. 63-69.Fredlund, D. G., Vanapalli, S. K., Xing, A. and Pufahl, D. E. (1995). “Predicting the shear strength function for unsaturated soils using the soil-water characteristic curve.” Unsaturated Soils, Alonso and Delage (eds), Balkema, pp. 63-69.Google Search
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Fredlund, D. G., Rahardjo, H. and Fredlund, M. D. (2012). Unsa-turated Soil Mechanics in Engineering Practice, John Wiley and Sons.10.1002/9781118280492Fredlund, D. G., Rahardjo, H. and Fredlund, M. D. (2012). Unsa-turated Soil Mechanics in Engineering Practice, John Wiley and Sons.DOI
10 
Gan, J., Fredlund, D. G. and Rahardjo, H. (1988). “Determination of the shear strength parameters of an saturated soil using the direct shear test.” Canadian Geotechnical Journal, Vol. 25, No. 3, pp. 277-283.10.1139/t88-055Gan, J., Fredlund, D. G. and Rahardjo, H. (1988). “Determination of the shear strength parameters of an saturated soil using the direct shear test.” Canadian Geotechnical Journal, Vol. 25, No. 3, pp. 277-283.DOI
11 
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13 
Jeong, S. S., Choi, J. Y. and Lee, J. H. (2009). “Stability analysis of unsaturated weathered soil slopes considering rainfall duration.” Jr. of the Korean Society of Civil Engineers, Vol. 29, No. 1, pp. 1-9 (in Korean).Jeong, S. S., Choi, J. Y. and Lee, J. H. (2009). “Stability analysis of unsaturated weathered soil slopes considering rainfall duration.” Jr. of the Korean Society of Civil Engineers, Vol. 29, No. 1, pp. 1-9 (in Korean).Google Search
14 
Kim, J. H., Jeong, S. S., Kim, Y. M. and Lee, K. W. (2013). “Proposal of design method for landslides considering antecedent rainfall and in-situ matric suction.” Jr. of the Korean Geotechnical Society, Vol. 29, No. 12, pp. 11-24 (in Korean).10.7843/kgs.2013.29.12.11Kim, J. H., Jeong, S. S., Kim, Y. M. and Lee, K. W. (2013). “Proposal of design method for landslides considering antecedent rainfall and in-situ matric suction.” Jr. of the Korean Geotechnical Society, Vol. 29, No. 12, pp. 11-24 (in Korean).DOI
15 
Kim, J., Jeong, S. and Regueiro, R. A. (2012). “Instability of partially saturated soil slopes due to alteration of rainfall pattern.” Engi-neering Geology, October, Vol. 147-148, pp. 28-36.10.1016/j.enggeo.2012.07.005Kim, J., Jeong, S. and Regueiro, R. A. (2012). “Instability of partially saturated soil slopes due to alteration of rainfall pattern.” Engi-neering Geology, October, Vol. 147-148, pp. 28-36.DOI
16 
Kim, Y. M., Lee, K. W. and Kim, J. H. (2013). “Influence of soil characteristic and rainfall intensity on matric suction of unsaturated weathered soil slope.” Jr. of the Korean Society of Civil Engineers, Vol. 33, No. 3, pp. 1017-1025 (in Korean).10.12652/ksce.2013.33.3.1017Kim, Y. M., Lee, K. W. and Kim, J. H. (2013). “Influence of soil characteristic and rainfall intensity on matric suction of unsaturated weathered soil slope.” Jr. of the Korean Society of Civil Engineers, Vol. 33, No. 3, pp. 1017-1025 (in Korean).DOI
17 
L‘Heureux, J. S., Høeg, K. and Hoydal, Ø. A. (2006). “Numerical analyses and field case study of slope subjected to rainfall.” Unsaturated Soils, GSP No. 147, ASCE, pp. 2279-2290.10.1061/40802(189)193L‘Heureux, J. S., Høeg, K. and Hoydal, Ø. A. (2006). “Numerical analyses and field case study of slope subjected to rainfall.” Unsaturated Soils, GSP No. 147, ASCE, pp. 2279-2290.DOI
18 
Lee, S. J. (2004). Estimation of Unsaturated Shear Strength and Soil Water Characteristic Curve for Weathered Granite Soil, Ph.D. Thesis, Korea Advanced Institute of Science and Technology.Lee, S. J. (2004). Estimation of Unsaturated Shear Strength and Soil Water Characteristic Curve for Weathered Granite Soil, Ph.D. Thesis, Korea Advanced Institute of Science and Technology.Google Search
19 
Lee, S. R., Oh, T. K., Kim, Y. K. and Kim, H. C. (2009). “Influence of rainfall intensity and saturated permeability on slope stability during rainfall infiltration.” Jr. of the Korean Geotechnical Society, Vol. 25, No. 1, pp. 65-76 (in Korean).Lee, S. R., Oh, T. K., Kim, Y. K. and Kim, H. C. (2009). “Influence of rainfall intensity and saturated permeability on slope stability during rainfall infiltration.” Jr. of the Korean Geotechnical Society, Vol. 25, No. 1, pp. 65-76 (in Korean).Google Search
20 
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21 
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22 
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23 
Rahardjo, H., Li, X. W., Toll, D. G. and Leong, E. C. (2001). “The effect of antecedent rainfall on slope stability.” Geotechnical and Geological Engineering, Vol. 19, No. 3/4, pp. 371-399.10.1023/A:1013129725263Rahardjo, H., Li, X. W., Toll, D. G. and Leong, E. C. (2001). “The effect of antecedent rainfall on slope stability.” Geotechnical and Geological Engineering, Vol. 19, No. 3/4, pp. 371-399.DOI
24 
Tsaparas, I., Rahardjo, H., Toll, D. G. and Leong, E. C. (2002). “Controlling parameters for rainfall-induced landslides.” Computers and Geotechnics, Vol. 29, pp. 1-27.10.1016/S0266-352X(01)00019-2Tsaparas, I., Rahardjo, H., Toll, D. G. and Leong, E. C. (2002). “Controlling parameters for rainfall-induced landslides.” Computers and Geotechnics, Vol. 29, pp. 1-27.DOI
25 
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26 
Vanapalli, S. K. and Fredlund, D. G. (1999). “Empirical procedures to predict the shear strength of unsaturated soils.” Proc. of the 11th Asian Regional Conf. on SMFE, Seoul, Korea, pp. 93-96.Vanapalli, S. K. and Fredlund, D. G. (1999). “Empirical procedures to predict the shear strength of unsaturated soils.” Proc. of the 11th Asian Regional Conf. on SMFE, Seoul, Korea, pp. 93-96.Google Search
27 
Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E. and Clifton, A. W. (1996). “Model for the prediction of shear strength with respect to soil suction.” Canadian Geotechnical Journal, Vol. 33, pp. 379-392.10.1139/t96-060Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E. and Clifton, A. W. (1996). “Model for the prediction of shear strength with respect to soil suction.” Canadian Geotechnical Journal, Vol. 33, pp. 379-392.DOI
28 
Wheeler, S. J. and Sivakumar, V. (1995). “An elasto-plastic critical state framework for unsaturated soil.” Geotechnique, Vol. 45, No. 1, pp. 35-53.10.1680/geot.1995.45.1.35Wheeler, S. J. and Sivakumar, V. (1995). “An elasto-plastic critical state framework for unsaturated soil.” Geotechnique, Vol. 45, No. 1, pp. 35-53.DOI
29 
Won, T. O. and Sai, K. V. (2010). “Influence of rain infiltration on the stability of compacted soil slopes.” Computers and Geotechnics, Vol. 37, pp. 649-657.10.1016/j.compgeo.2010.04.003Won, T. O. and Sai, K. V. (2010). “Influence of rain infiltration on the stability of compacted soil slopes.” Computers and Geotechnics, Vol. 37, pp. 649-657.DOI
30 
Zhan, T. L. T. and Ng, W. W. (2004). “Analytical analysis of rainfall infiltration mechanism in unsaturated soils.” Int. Jr. of Geomechanics, Vol. 4, No. 4, pp. 273-284.10.1061/(ASCE)1532-3641(2004)4:4(273)Zhan, T. L. T. and Ng, W. W. (2004). “Analytical analysis of rainfall infiltration mechanism in unsaturated soils.” Int. Jr. of Geomechanics, Vol. 4, No. 4, pp. 273-284.DOI
31 
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, pp. 569-582.10.1139/t04-006Zhang, 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, pp. 569-582.DOI