Development Method of Early Warning Systems for Rainfall Induced Landslides |
Kim, Seong-Pil
(Institute of Green Bio Science and Technology, Seoul National University)
Bong, Tae-Ho (Institute of Green Bio Science and Technology, Seoul National University) Bae, Seung-Jong (Department of Rural Systems Engineering, Seoul National University) Park, Jae-Sung (Research Institute for Agriculture & Life Sciences, Seoul National University) |
1 | Aleotti, P., 2004, A Warning System for Rainfall-Induced Shallow Failure, Engineering Geology 73: 247-265. DOI ScienceOn |
2 | Baek, H. J., Kim, K. M., Kim, D. H., 2010, Effect of the Hysteresis of Soil-Water Characteristic Curve on Unsaturated Soil Slopes Stability, Journal of the Korean Society of Mineral and Energy Resources Engineers 47(3):349-358. (in Korean) |
3 | Dahal, R. K. and Hasegawa, S., 2008, Representative Rainfall Thresholds for Landslides in the Nepal Himalaya, Geomorphology 100: 429-443. DOI ScienceOn |
4 | Fredlund, D. G., and Rahardjo, H., 1995, Soil Mechanics for Unsaturated Soils, John Willey & Sons, Inc. |
5 | Fredlund, D. G. and Xing, A, 1994, Equations for the Soil-Water Characteristic Curve, Canadian Geotechnical Journal 31: 521-532. DOI |
6 | Green, W. H., Ampt, G. A., 1911, Studies on soil physics, I. Flow of water and air through soils, Journal of Agricultural Science, 4: 1-24. DOI |
7 | Jeong, S. S., Choi, J. Y., Lee, H. H., 2009, Stability Analysis of Unsaturated Weathered Soil Slopes Considering Rainfall Dutation, Journal of the Korean Society of Civil Engineers 29(1C): 1-9. (in Korean) |
8 | Kim, H. W., Kim, G. S., Chang, S. B., 2008, A study on the landslide detection method using wireless sensor network (WSN) and the establishment of threshold for issuing alarm, Preceeding of the 2008 ITFE Summer Conference, 262-267. Yongin, Gyeonggi, Korea. (in Korean) |
9 | Kim, J. H., Jeong, S. S., Bae, D. H., 2013, Predicting Rainfall Infiltration-Groundwater Flow based on GIS for a Landslide Analysis, Journal of the KGS 29(7): 75-89. (in Korean) |
10 | Kim, S. P., Park, J. S., Bae, S. J., Heo, J., 2014, Thresholds of Rainfall Duration and Intensity for Prediction Abrupt Landslide Occurrence, Journal of the Korean Society of Agricultural Engineers 56(4): 53-58. (in Korean) DOI |
11 | Lee, J. and Yu, C., 2012, A Study on Change of Soil-Water Retention Curve with Different Net Confining Pressures and Porosities using a Suction-Saturation Control Technique, Journal of the Korean Society of Agricultural Engineers 54(4): 93-103. (in Korean) DOI |
12 | Lu, N. and Likos, W. J., 2004, Unsaturated Soil Mechanics, Hoboken, NewJersey : John Willey & Sons, Inc. |
13 | Lumb, P., 1962, Effects of rain storms on slope stability, Symposium on Hong Kong Soils: 73-87. |
14 | Mein, R. G., Larson, C. L., 1973, Modeling infiltration during steady rain, Water Resources Research 9(2): 384-394. DOI |
15 | Song, C. S. and Shin, C. S., 2005, Characteristics of Permeability for an Unsaturated Soil, Journal of the Korean Society of Agricultural Engineers 47(4): 35-41. (in Korean) DOI |
16 | Morel-Seytoux, H. J., Meyer, P. D., Nachabe, M., Touma, J., Van Genuchten, M. T., and Lenhard, R. J., 1996, Parameter equivalence for Brooks-Corey and van Genuchten soil Characteristic: Preserving the effective capillary drive, Water Resources Research 32(5): 1251-1258. DOI |
17 | Oh, J. R. and Park, H. J., 2014, Analysis of Landslide Triggering Rainfall Threshold for Prediction of Landslide Occurrence, Journal of the Korean Society of Hazard Mitigation 14(2): 115-129. (in Korean) DOI |
18 | Saito, H., Nakayama, D., and Matsuyama, H., 2010, Relationship between the Initiation of a Shallow Landslide and Rainfall Intensity-Duration Thresholds in Japan, Geomorphology 118: 167-175. DOI ScienceOn |
19 | Van Genuchten, M. T., 1980, A closed-form equation of predicting the hydraulic conductivity of unsaturated soils, Soil Science Society of America Journal, 44: 892-898. DOI |
20 | Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., Clifton, A. W., 1996, Model for the prediction of shear strength with respect to soil suction, Canadian Geotechnical Journal 33: 379-392. DOI |