Evaluation of Behavior Characteristics of Reservoir Levee Subjected to Increasing Water Levels
暂无分享,去创建一个
Dong-Su Chang | Yong-seong Kim | Sung-Yong Park | Chung-Won Lee | Sung-Yong Park | Yong-Seong Kim | Chung-Won Lee | Dong-Su Chang
[1] Yuji Kohgo,et al. CENTRIFUGE MODEL TESTS OF A ROCKFILL DAM AND SIMULATION USING CONSOLIDATION ANALYSIS METHOD , 2010 .
[2] Van Genuchten,et al. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .
[3] Malcolm D. Bolton,et al. CENTRIFUGE MODELLING OF AN EMBANKMENT ON SOFT CLAY REINFORCED WITH A GEOGRID , 1996 .
[4] Malcolm D. Bolton,et al. Finite element analysis of centrifuge tests on reinforced embankments on soft clay , 1996 .
[5] Malcolm D. Bolton,et al. Centrifugal and numerical modelling of reinforced embankments on soft clay installed with wick drains , 2001 .
[6] Fusao Oka,et al. A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus , 1999 .
[7] S. Okusa,et al. Wave-induced stresses in unsaturated submarine sediments , 1985 .
[8] Dong-Soo Kim,et al. A newly developed state-of-the-art geotechnical centrifuge in Korea , 2013 .
[9] Y. Mualem. A New Model for Predicting the Hydraulic Conductivity , 1976 .
[10] J. Chaboche,et al. On the Plastic and Viscoplastic Constitutive Equations—Part I: Rules Developed With Internal Variable Concept , 1983 .