Results 1-10 of 108 (Search time: 0.007 seconds).
NO | Title, Author(s) (Publication Title, Volume Issue, Page, Issue Date) |
---|---|
Slope Stability Analysis by Finite Element Method Kim, J.Y.; Lee, Seung Rae, Tri-Lateral Seminar/Workshop on Civil Engineering, pp.183 - 188, 1996-09 | |
Constitutive equation for the behavior of clay in overconsolidation state and under cyclic loading Lee, Seung Rae; Kim, J.Y., International conference on soft soil engineering, pp.128 - 133, 1993-12 | |
A management technique for the construction of embankment on soft soil deposite Kim, S.I.; Lee, Seung Rae; Chang, B.S, International conference on soft soil engineering, pp.560 - 565, 1993-12 | |
Unification of the design and construction of deep excavation Lee, Seung Rae, Korea-Japan Joint Geotechnical Seminar on Excavation & Tunnelling in Urban Areas, pp.163 - 175, 1990-10 | |
Predictive Ability of Strain Rate Effect on Soft Clay Behavior Lee, Seung Rae; Oh, S.B., Symposium on Prediction versus Performance in Geotechnical Engineering, pp.51 - 63, 1992-12 | |
Excavation in Cohesive Soils; Modeling the Effects of Creep on Long-Term Performance Borja, R.I.; Lee, Seung Rae; Seed, R.B., 3rd International Symposium on Numerical Models in Geomechanics, pp.585 - 592, 1989-05 | |
Effects of rainfall-induced shallow failure and preceding rainfall on entire slope instability Lee, Seung Rae; Cho, S.E; Lee, S.J; Byeon, W.Y, Fourteenth Southeast Asian Geotechnical Conference, 2001-12 | |
Analysis of Sedimentation/Consolidation by Finite Element Method Lee, Seung Rae; Kim, Y.S; Kim, Y.S, KKNN Seminar on Civil Engineering, pp.302 - 307, 1998-11 | |
Behavior of Soil Plug in Open-Ended Model Piles Driven into Sands Lee, Seung Rae; Paik, K.H., Tri-Lateral Seminar/Workshop on Civil Engineering, pp.161 - 166, 1993-09 | |
Prediction of long-term porepressure dissipation behavior by short-term piezocone dissipation test Kim, Y.S; Lee, Seung Rae, KKNN Seminar on Civil Engineering, pp.446 - 451, 1998-11 |
Discover