| 1 |
Lee, J.-M. and Shackelford, C. D. (2005a), 'Concentration Dependency of the Prehydration Effect for a Geosynthetic Clay Liner', Soils and Foundations, Japanese Geotechnical Society, in review/
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| 2 |
Lee, J.-M. and Shackelford, C. D. (2005b), 'Impact of Bentonite Quality on Hydraulic Conductivity of Geosyntehtic Clay Liners', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, in press/
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| 3 |
Na, Y. M., Choa, V., Teh C. I., and Chang, M. F. (2005), 'Geotechnical parameters of sandfill from cone penetration test', Canadian Geotechnical Journal, Vol.42 (in print)/
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| 4 |
Hwang, C. and Kim, T.-H. (2004), 'Determination of the un-saturated hydraulic conductivity function', Journal of the Korean Geotechnical Society, Vol.20, No.3, pp.47-51/
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| 5 |
Kim, Jin-Man, Cho, Sam-Deok, Lee, Jeong-Jae, Paik, Young-Shik (2004), An Experimental Study on Characteristics of Earth Pressure Distribution for Segmental Reinforced Earth Wall, Journal of the Korean Geotechnical Society, Vol.20, No.1, pp.83-90 (in Korean)/
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| 6 |
Lee, J.-M. (2004), Long-TermHydraulic Performance of Geosynthetic Clay Liners Subjected to Inorganic Salt Solutions, Ph.D. Dissertation, Colorado State University, Fort Collins, CO, 402 p/
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| 7 |
Kim, H. T. and Park, S. S. (2004), 'Stability Analysis and Application Evaluation of the Pretension Soil Nailing System', proc. of the Korean Geotechnical Society Spring Conference, Seoul, pp.783-790/
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| 8 |
Hwang, J.-Y., Sato, M. and Ohnishi, Y. (2004), Quick Evaluation Method for Discontinuity Properties by Vision Metrology for Observational Design and Construction Method in Tunnels, Proc. 33rd Symp. Rock Mechanics, JSCE, pp.187-192/
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| 9 |
Jeon, S. S. (2004), 'Interpretation of Load Test on Minipiles', Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, Vol.157, No.2, pp.85-90/
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| 10 |
백규호, 사공명 (2004), '정점을 중심으로 회전하는 강성옹벽에 작용하는 주동토압', 한국지반공학회 논문집, 제20권, 제8호, pp.181-191/
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