1 Tatsuoka, F., "Yielding of sand in triaxial compression" 14 (14): 63-76, 1974
2 Ling, H. I., "Unified sand model based on the critical state and generalized plasticity" 132 (132): 1380-1391, 2006
3 Rowe, P. W., "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact" 269 (269): 500-527, 1962
4 Verdugo, R., "The steady state of sandy soils" 36 (36): 81-91, 1996
5 Yin, Z. Y., "Stress-dilatancy behavior for sand under loading and unloading conditions" 37 (37): 855-870, 2011
6 Lai, Y., "Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics" 26 (26): 1461-1484, 2010
7 Wang, Z. L., "State pressure index for modeling sand behavior" 128 (128): 511-519, 2002
8 Huang, M., "Simulation of yielding and stress-strain behavior of shanghai soft clay" 38 (38): 341-353, 2011
9 Dafalias, Y. F., "Simple plasticity sand model accounting for fabric change effects" 130 (130): 622-634, 2004
10 Mahan, M., "SANISTEEL: Simple anisotropic steel plasticity model" 137 (137): 185-194, 2011
1 Tatsuoka, F., "Yielding of sand in triaxial compression" 14 (14): 63-76, 1974
2 Ling, H. I., "Unified sand model based on the critical state and generalized plasticity" 132 (132): 1380-1391, 2006
3 Rowe, P. W., "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact" 269 (269): 500-527, 1962
4 Verdugo, R., "The steady state of sandy soils" 36 (36): 81-91, 1996
5 Yin, Z. Y., "Stress-dilatancy behavior for sand under loading and unloading conditions" 37 (37): 855-870, 2011
6 Lai, Y., "Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics" 26 (26): 1461-1484, 2010
7 Wang, Z. L., "State pressure index for modeling sand behavior" 128 (128): 511-519, 2002
8 Huang, M., "Simulation of yielding and stress-strain behavior of shanghai soft clay" 38 (38): 341-353, 2011
9 Dafalias, Y. F., "Simple plasticity sand model accounting for fabric change effects" 130 (130): 622-634, 2004
10 Mahan, M., "SANISTEEL: Simple anisotropic steel plasticity model" 137 (137): 185-194, 2011
11 Ling, H. I., "Pressure-level dependency and densification behavior of sand through generalized plasticity model" 129 (129): 851-860, 2003
12 Papadimitriou, A. G., "Plasticity model for sand under small and large cyclic strains: A multiaxial formulation" 22 (22): 191-204, 2002
13 Kunnath, S., "Nonlinear uniaxial material model for reinforcing steel bars" 135 (135): 333-343, 2009
14 김태식, "Nonlinear Stress-Strain Response of Soft Chicago Glacial Clays" 대한토목학회 19 (19): 1139-1149, 2015
15 Wang, G., "Modified bounding surface hypoplasticity model for sands under cyclic loading" 40 (40): 91-101, 2014
16 Pastor, M., "Modelling of sand behaviour: Cyclic loading, anisotropy and localization. Modern Approaches to Plasticity" Elsevier 469-492, 1993
17 Castro, G., "Liquefaction of sands" Harvard University 1969
18 Ishihara, K., "Liquefaction and flow Failure during earthquakes" 43 (43): 351-415, 1993
19 Manzanal, D., "Generalized plasticity state parameter-based model for saturated and unsaturated soils, Part 1: Saturated state" 35 (35): 1347-1362, 2011
20 Pastor, M., "Generalized plasticity and the modeling of soil behavior" 14 (14): 151-190, 1990
21 Tatsuoka, F., "Drained deformation of sand under cyclic stresses reversing direction" 14 (14): 51-65, 1974
22 Chen, C., "Constitutive modeling of loose sands under various stress paths" 13 (13): 1-8, 2013
23 Zienkiewicz, O. C., "Computational Geomechanics: With Special Reference to Earthquake Engineering" John Wiley & Sons 1999
24 Dafalias, Y. F., "Bounding surface plasticity. I: Mathematical foundation and hypoplasticity" 112 (112): 966-987, 1986
25 Andrianopoulos, K. I., "Bounding surface plasticity model for the seismic liquefaction analysis of geostructures" 30 : 895-911, 2010
26 Heidarzadeh, H., "Applying an appropriate cap in an elastoplastic model with open bounding and yield surfaces at high pressures" 9 (9): 1-7, 2016
27 Hu, C., "Anisotropic bounding-surface plasticity model for the cyclic shakedown and degradation of saturated clay" 44 : 34-47, 2012
28 Yu, H. S., "A unified plasticity model for cyclic behavior of clay and sand" 34 (34): 97-114, 2007
29 Been, K., "A state parameter for sand" 35 (35): 99-112, 1985
30 Yin, Z. Y., "A simple critical-statebased double-yield-surface model for clay behavior under complex loading" 8 (8): 509-523, 2013
31 Krieg, R. D., "A practical two-surface plasticity theory" 42 (42): 641-646, 1975
32 Iraji, A., "A modification to dense sand dynamic simulation capability of Pastor-Zienkiewicz- Chan model" 9 (9): 343-353, 2013
33 Dafalias, Y. F., "A model of non-linearly hardening materials for complex loadings" 21 : 173-192, 1975
34 Gajo, A., "A kinematic hardening constitutive model for sand: The multiaxial formulation" 23 (23): 925-965, 1999
35 Shen, C., "A generalized two-surface model for structural steels under cyclic loading" 10 (10): 59-69, 1993
36 Tatsuoka, F., "A fundamental study of the behavior of sand by triaxial testing" University of Tokyo 1972
37 Manzari, M. T., "A critical state two-surface plasticity model for sands" 47 (47): 255-272, 1997
38 Khalili, N., "A bounding surface plasticity model for cyclic loading of granular soils" 63 (63): 1939-1960, 2005
39 김태식, "A New Perspective on Bounding Surface Plasticity: The Moving Projection Origin" 대한토목학회 21 (21): 652-658, 2017
40 Seboong Oh, "A New Hardening Function for Bounding Surface Plasticity to Predict Soil Behavior in Overall Strain Ranges" 대한토목학회 11 (11): 7-16, 2007
41 김대규, "A Constitutive Model with Damage for Cohesive Soils" 대한토목학회 8 (8): 513-519, 2004