• Rainwater Infiltration Characteristics in the Unsaturated Soil : Comparison of Finite Element Model with Experimental Results
  • Yoo, Kun-Sun;Kim, Sang-Rae;Kim, Tschung-Il;Yoon, Hyun-Sik;Han, Moo-Young;
  • Department of Civil Engineering, Halla University;Engineering Research Institute, Seoul National University;Doosan Heavy Industries & Construction, Water BG;Water Industry Promotion Team, Korea Environment Corporation;Department of Civil & Environmental Engineering, Seoul National University;
  • 불포화 토양에서 빗물의 침투특성 : 유한요소 모델과 실험결과 비교
  • 유건선;김상래;김충일;윤현식;한무영;
  • 한라대학교 토목공학과;서울대학교 공학연구소;두산중공업;한국환경공단 물산업진흥팀;서울대학교 건설환경공학부;
References
  • 1. Fredlund, D.G. and Xing, A., 1994, Prediction of the permeability function for unsaturated soils using the soil water characteristics curve, Can. Geotechnical J., 31, 533-546.
  •  
  • 2. Fredlund, D.G. and Rahardjo, H., 1993, Soil Mechanics for Unsaturated Soils, John Wiley & Sons, New York, 517p.
  •  
  • 3. Fredlund, D.G. and Rahardjo, H., 1993, Soil Mechanics for Unsaturated Soils, John Wiley & Sons, New York, 517p.
  •  
  • 4. Green, R.E. and Corey, J.C., 1971, Calculation of hydraulic conductivity: A further evaluation of some predictive methods, Soil Science Society of America Proc., 5, 3-8.
  •  
  • 5. James, F.C., Mohsen, M.S., and Vijay, P.S., 2007, Elementary hydraulics, Thomson Nelson, Toronto, 560p.
  •  
  • 6. Krahn, J. 2004, Seepage Modeling with SEEP/W, Geo-Slope International Ltd, Calgary.
  •  
  • 7. Lu, N. and Likos, W.J., 2004, Unsaturated Soil Mechanics, John Wiley & Sons, Hoboken, New Jersey, 398p.
  •  
  • 8. Miyazaki, T., 2006, Water Flow in Soils, 2nd ed., Taylor and Francis London, 418p.
  •  
  • 9. Mualem, Y., 1976, A new model for predicting the hydraulic conductivity of unsaturated porous media, Water Resource Research, 12, 513-522.
  •  
  • 10. Van Genuchten, M.T., 1980, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Science Society of America J., 44, 892-898.
  •  

This Article

Correspondence to

  • E-mail: