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Volumn 4, Issue 3, 2004, Pages 157-177

Characterization of models for time-dependent behavior of soils

Author keywords

[No Author keywords available]

Indexed keywords

CREEP; RHEOLOGY; STRESS RELAXATION; VISCOSITY;

EID: 4444336147     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (178)

References (111)
  • 1
    • 0342901682 scopus 로고
    • A constitutive equation for normally consolidated clay
    • Adachi, T., and Okano, M. (1974). "A constitutive equation for normally consolidated clay." Soils Found., 14(4), 55-73.
    • (1974) Soils Found. , vol.14 , Issue.4 , pp. 55-73
    • Adachi, T.1    Okano, M.2
  • 2
    • 0020274432 scopus 로고
    • Constitutive equations for normally consolidated clay based on elasto-viscoplasticity
    • Adachi, T., and Oka, F. (1982a). "Constitutive equations for normally consolidated clay based on elasto-viscoplasticity." Soils Found., 22(4), 57-70.
    • (1982) Soils Found. , vol.22 , Issue.4 , pp. 57-70
    • Adachi, T.1    Oka, F.2
  • 3
    • 4444328620 scopus 로고
    • Constitutive equations for normally consolidated clays and assigned works for clay
    • Grenoble, G. Gudehus et al., eds
    • Adachi, T., and Oka, F. (1982b). "Constitutive equations for normally consolidated clays and assigned works for clay." Results of the Int. Workshop on Constitutive Relations for Soils, Grenoble, G. Gudehus et al., eds., 123-140.
    • (1982) Results of the Int. Workshop on Constitutive Relations for Soils , pp. 123-140
    • Adachi, T.1    Oka, F.2
  • 4
    • 0023418714 scopus 로고
    • Mathematical structure of an overstress elasto-viscoplastic model for clay
    • Adachi, T., Oka, F., and Mimura, M. (1987). "Mathematical structure of an overstress elasto-viscoplastic model for clay." Soils Found., 27(3), 31-42.
    • (1987) Soils Found. , vol.27 , Issue.3 , pp. 31-42
    • Adachi, T.1    Oka, F.2    Mimura, M.3
  • 5
    • 84986788425 scopus 로고
    • A constitutive model for frozen sand
    • Adachi, T., Oka, F., and Poorooshasb, H. B. (1990). "A constitutive model for frozen sand." Trans. ASME, 112, 208-212.
    • (1990) Trans. ASME , vol.112 , pp. 208-212
    • Adachi, T.1    Oka, F.2    Poorooshasb, H.B.3
  • 6
    • 0030403611 scopus 로고    scopus 로고
    • State of the art: Modeling aspects associated with time dependent behavior of soils
    • Geotechnical Special Publication No. 61, T. C. Sheahan and V. N. Kaliakin, eds. ASCE, New York
    • Adachi, T., Oka, F., and Mimura, M. (1996). "State of the art: Modeling aspects associated with time dependent behavior of soils." Measuring and modeling time dependent soil behavior. Geotechnical Special Publication No. 61, T. C. Sheahan and V. N. Kaliakin, eds. ASCE, New York, 61-95.
    • (1996) Measuring and Modeling Time Dependent Soil Behavior , pp. 61-95
    • Adachi, T.1    Oka, F.2    Mimura, M.3
  • 7
    • 4444235890 scopus 로고    scopus 로고
    • An elasto-viscoplastic constitutive model with strain softening
    • S. Pietruszczak and G. Pande, eds., Balkema, Rotterdam, The Netherlands
    • Adachi, T., Oka, F., and Zhang, F. (1997). "An elasto-viscoplastic constitutive model with strain softening." Numerical models in geomechanics, S. Pietruszczak and G. Pande, eds., Balkema, Rotterdam, The Netherlands, 81-86.
    • (1997) Numerical Models in Geomechanics , pp. 81-86
    • Adachi, T.1    Oka, F.2    Zhang, F.3
  • 8
    • 4444246796 scopus 로고
    • Mechanical properties of soft rocks
    • Tokyo
    • Akai, K., Adachi, T., and Nishi, K. (1977). "Mechanical properties of soft rocks." Proc., 9th ICSMFE, Tokyo, 1, 7-10.
    • (1977) Proc., 9th ICSMFE , vol.1 , pp. 7-10
    • Akai, K.1    Adachi, T.2    Nishi, K.3
  • 9
    • 4444356345 scopus 로고    scopus 로고
    • Evaluation of time-dependent behavior of soils
    • Augustesen, A., Liingaard, M., and Lade, P. V. (2004). "Evaluation of time-dependent behavior of soils." Int. J. Geomech., 4(3), 137-156.
    • (2004) Int. J. Geomech. , vol.4 , Issue.3 , pp. 137-156
    • Augustesen, A.1    Liingaard, M.2    Lade, P.V.3
  • 10
    • 0010054228 scopus 로고
    • Consolidation of clay with nonlinear viscosity
    • Barden, L. (1965). "Consolidation of clay with nonlinear viscosity." Geotechnique, 15(4), 345-362.
    • (1965) Geotechnique , vol.15 , Issue.4 , pp. 345-362
    • Barden, L.1
  • 11
    • 85024184646 scopus 로고
    • Engineering geology of Norwegian normally-consolidated marine clays as related to the settlements of buildings
    • Bjerrum, L. (1967). "Engineering geology of Norwegian normally-consolidated marine clays as related to the settlements of buildings." Geotechnique, 17(2), 83-119.
    • (1967) Geotechnique , vol.17 , Issue.2 , pp. 83-119
    • Bjerrum, L.1
  • 12
    • 0001740738 scopus 로고
    • Problems of soil mechanics and construction on soft clays and structurally unstable soils
    • Moscow
    • Bjerrum, L. (1973). "Problems of soil mechanics and construction on soft clays and structurally unstable soils." Proc., 8th ICSMFE (13), Moscow, 111-159.
    • (1973) Proc., 8th ICSMFE , vol.13 , pp. 111-159
    • Bjerrum, L.1
  • 13
    • 0026946717 scopus 로고
    • Generalized creep and relaxation model for clays
    • Borja, R. I. (1992). "Generalized creep and relaxation model for clays." J. Geotech. Eng., 118(11), 1765-1786.
    • (1992) J. Geotech. Eng. , vol.118 , Issue.11 , pp. 1765-1786
    • Borja, R.I.1
  • 14
    • 85013053487 scopus 로고
    • A constitutive model for the stress-strain-time behaviour "wet" clays
    • Borja, R. I., and Kavazanjian, E. (1985). "A constitutive model for the stress-strain-time behaviour "wet" clays." Geotechnique, 35(3), 283-298.
    • (1985) Geotechnique , vol.35 , Issue.3 , pp. 283-298
    • Borja, R.I.1    Kavazanjian, E.2
  • 15
    • 0025489415 scopus 로고
    • Double-yield-surface cam-clay plasticity Model: II. Implementation and verification
    • Borja, R. I., Kavazanjian, E., Jr., and Hsieh, H. S. (1990). "Double-yield-surface cam-clay plasticity Model: II. Implementation and verification." J. Geotech. Eng., 116(9), 1402-1421.
    • (1990) J. Geotech. Eng. , vol.116 , Issue.9 , pp. 1402-1421
    • Borja, R.I.1    Kavazanjian Jr., E.2    Hsieh, H.S.3
  • 16
    • 0343010028 scopus 로고
    • Constitutive behavior of rock salt: Power-law or hyperbolic sine creep?
    • G. Swoboda, ed., Balkema, Rotterdam, The Netherlands
    • Borm, G., and Haupt, M. (1988). "Constitutive behavior of rock salt: Power-law or hyperbolic sine creep?" 6th Int. Conf. on Numerical Methods in Geomechanics, G. Swoboda, ed., Balkema, Rotterdam, The Netherlands, 1883-1893.
    • (1988) 6th Int. Conf. on Numerical Methods in Geomechanics , pp. 1883-1893
    • Borm, G.1    Haupt, M.2
  • 18
    • 0025786331 scopus 로고
    • Nonassociated elasti/viscoplastic constitutive equations for sand
    • Cristescu, N. (1991). "Nonassociated elasti/viscoplastic constitutive equations for sand." Int. J. Plast., 6, 41-64.
    • (1991) Int. J. Plast. , vol.6 , pp. 41-64
    • Cristescu, N.1
  • 20
    • 0023456302 scopus 로고
    • Viscoplastic model for geological materials with generalized flow rule
    • Desai, C. S., and Zhang, D. (1987). "Viscoplastic model for geological materials with generalized flow rule." Int. J. Numer. Analyt. Methods Geomech., 11, 603-620.
    • (1987) Int. J. Numer. Analyt. Methods Geomech. , vol.11 , pp. 603-620
    • Desai, C.S.1    Zhang, D.2
  • 21
    • 0029699691 scopus 로고    scopus 로고
    • Time dependent mechanical behaviour of loose sands
    • di Prisco, C., and Imposimato, S. (1996). "Time dependent mechanical behaviour of loose sands." Mech. Cohesive-Frict. Mater., 1(1), 45-73.
    • (1996) Mech. Cohesive-Frict. Mater. , vol.1 , Issue.1 , pp. 45-73
    • di Prisco, C.1    Imposimato, S.2
  • 22
    • 0034004574 scopus 로고    scopus 로고
    • Mechanical modelling of drained creep triaxial tests on loose sand
    • di Prisco, C., Imposimato, S., and Vardoulakis, I. (2000). "Mechanical modelling of drained creep triaxial tests on loose sand." Geotechnique, 50(1), 73-82.
    • (2000) Geotechnique , vol.50 , Issue.1 , pp. 73-82
    • di Prisco, C.1    Imposimato, S.2    Vardoulakis, I.3
  • 23
    • 0018724754 scopus 로고
    • A model for plastic creep of rock-like materials accounting for the kinetics of fracture
    • Dragon, A., and Mroz, Z. (1979). "A model for plastic creep of rock-like materials accounting for the kinetics of fracture." Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 16, 253-259.
    • (1979) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.16 , pp. 253-259
    • Dragon, A.1    Mroz, Z.2
  • 24
    • 0019577115 scopus 로고
    • A theory of multiaxial anisotropic viscoplasticity
    • Eisenberg, M. A., and Yen, C. F. (1981). "A theory of multiaxial anisotropic viscoplasticity." J. Appl. Mech., 48, 276-284.
    • (1981) J. Appl. Mech. , vol.48 , pp. 276-284
    • Eisenberg, M.A.1    Yen, C.F.2
  • 26
    • 85025018664 scopus 로고
    • The consolidation of soils exhibiting creep under constant effective stress
    • Garlanger, J. E. (1972). "The consolidation of soils exhibiting creep under constant effective stress." Geotechnique, 22(1), 71-78.
    • (1972) Geotechnique , vol.22 , Issue.1 , pp. 71-78
    • Garlanger, J.E.1
  • 27
    • 0002253479 scopus 로고
    • Elastoplastic constitutive laws of granular materials
    • Spec. Session 9, JSSMFE, Tokyo
    • Hashiguchi, K., and Ueno, M. (1977). "Elastoplastic constitutive laws of granular materials." Proc. 9th ICFSME, Spec. Session 9, JSSMFE, Tokyo, 73-82.
    • (1977) Proc. 9th ICFSME , pp. 73-82
    • Hashiguchi, K.1    Ueno, M.2
  • 28
    • 0011125326 scopus 로고    scopus 로고
    • Time-dependent elastoplastic constitutive equation based on the subloading surface model and its application to soils
    • Hashiguchi, K., and Okayasu, T. (2000). "Time-dependent elastoplastic constitutive equation based on the subloading surface model and its application to soils." Soils Found., 40(4), 19-36.
    • (2000) Soils Found. , vol.40 , Issue.4 , pp. 19-36
    • Hashiguchi, K.1    Okayasu, T.2
  • 29
    • 0032194439 scopus 로고    scopus 로고
    • Modelling the rate-sensitive characteristics of the Gloucester foundation soil
    • Hinchberger, S. D., and Rowe, R. K. (1998). "Modelling the rate-sensitive characteristics of the Gloucester foundation soil." Can. Geotech. J., 35, 769-789.
    • (1998) Can. Geotech. J. , vol.35 , pp. 769-789
    • Hinchberger, S.D.1    Rowe, R.K.2
  • 30
    • 84965638152 scopus 로고
    • Über die ansätze der mechanik isotroper kontinua
    • Hohenemser, K., and Prager, W. (1932). "Über die ansätze der mechanik isotroper kontinua." Z. Angew. Math. Mech., 12, 216-226.
    • (1932) Z. Angew. Math. Mech. , vol.12 , pp. 216-226
    • Hohenemser, K.1    Prager, W.2
  • 31
    • 0025495169 scopus 로고
    • Double-yield-surface cam-clay plasticity model. I: Theory
    • Hsieh, H. S., Kavazanjian, E., and Borja, R. I. (1990). "Double-yield-surface cam-clay plasticity model. I: Theory." J. Geotech. Eng., 116(9), 1381-1401.
    • (1990) J. Geotech. Eng. , vol.116 , Issue.9 , pp. 1381-1401
    • Hsieh, H.S.1    Kavazanjian, E.2    Borja, R.I.3
  • 32
    • 0026836222 scopus 로고
    • Strain-hardening relaxation
    • Huneault, P. A. (1992). "Strain-hardening relaxation." J. Appl. Mech., 59, 217-219.
    • (1992) J. Appl. Mech. , vol.59 , pp. 217-219
    • Huneault, P.A.1
  • 33
    • 0025492043 scopus 로고
    • Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for cohesive soils
    • Kaliakin, V. N., and Dafalias, Y. F. (1990a). "Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for cohesive soils." Soils Found., 30(3), 11-24.
    • (1990) Soils Found. , vol.30 , Issue.3 , pp. 11-24
    • Kaliakin, V.N.1    Dafalias, Y.F.2
  • 34
    • 0025495215 scopus 로고
    • Verification of the elastoplastic-viscoplastic bounding surface model for cohesive soils
    • Kaliakin, V. N., and Dafalias, Y. F. (1990b). "Verification of the elastoplastic-viscoplastic bounding surface model for cohesive soils." Soils Found., 30(3), 25-36.
    • (1990) Soils Found. , vol.30 , Issue.3 , pp. 25-36
    • Kaliakin, V.N.1    Dafalias, Y.F.2
  • 36
    • 0021644864 scopus 로고
    • Evaluation of viscoplastic cap model
    • Katona, M. G. (1984). "Evaluation of viscoplastic cap model." J. Geotech. Eng., 110(8), 1106-1125.
    • (1984) J. Geotech. Eng. , vol.110 , Issue.8 , pp. 1106-1125
    • Katona, M.G.1
  • 37
    • 0021567793 scopus 로고
    • A viscoplastic cap model for soils and rock
    • C. S. Desai and R. H. Gallagher, eds., Wiley, New York
    • Katona, M. G., and Mulert, M. A. (1984). "A viscoplastic cap model for soils and rock." Mechanics of engineering materials, C. S. Desai and R. H. Gallagher, eds., Wiley, New York, 335-350.
    • (1984) Mechanics of Engineering Materials , pp. 335-350
    • Katona, M.G.1    Mulert, M.A.2
  • 38
    • 4444369708 scopus 로고
    • A general stress-strain-time formulation for soils
    • Kavazanjian, E., and Mitchell, J. K. (1977). "A general stress-strain-time formulation for soils." Proc., 9th ICSMFE, 113-120.
    • (1977) Proc., 9th ICSMFE , pp. 113-120
    • Kavazanjian, E.1    Mitchell, J.K.2
  • 39
    • 0024130880 scopus 로고
    • Single hardening constitutive model for frictional materials. I: Plastic potential function
    • Kim, M. K., and Lade, P. V. (1988). "Single hardening constitutive model for frictional materials. I: Plastic potential function." Comput. Geotech., 5(4), 307-324.
    • (1988) Comput. Geotech. , vol.5 , Issue.4 , pp. 307-324
    • Kim, M.K.1    Lade, P.V.2
  • 40
    • 0000085392 scopus 로고
    • Stress relaxation in soils
    • Lacerda, W. A., and Houston, W. N. (1973). "Stress relaxation in soils." Proc., 8th ICSMFE, 1/34, 221-227.
    • (1973) Proc., 8th ICSMFE , vol.1 , Issue.34 , pp. 221-227
    • Lacerda, W.A.1    Houston, W.N.2
  • 41
    • 0027338962 scopus 로고
    • Determination of creep properties of frozen soils by means of borehole stress relaxation tests
    • Ladanyi, B., and Melouki, M. (1993). "Determination of creep properties of frozen soils by means of borehole stress relaxation tests." Can. Geotech. J., 30, 170-186.
    • (1993) Can. Geotech. J. , vol.30 , pp. 170-186
    • Ladanyi, B.1    Melouki, M.2
  • 42
    • 0029416785 scopus 로고
    • Triaxial relaxation testing of a frozen sand
    • Ladanyi, B., and Benyamina, M. B. (1995). "Triaxial relaxation testing of a frozen sand." Can. Geotech. J., 32, 496-511.
    • (1995) Can. Geotech. J. , vol.32 , pp. 496-511
    • Ladanyi, B.1    Benyamina, M.B.2
  • 43
    • 0024144298 scopus 로고
    • Single hardening constitutive model for frictional materials. II: Yield criterion and plastic work contours
    • Lade, P. V., and Kim, M. K. (1988a). "Single hardening constitutive model for frictional materials. II: Yield criterion and plastic work contours." Comput. Geotech., 6(1), 13-29.
    • (1988) Comput. Geotech. , vol.6 , Issue.1 , pp. 13-29
    • Lade, P.V.1    Kim, M.K.2
  • 44
    • 0024135673 scopus 로고
    • Single hardening constitutive model for frictional materials. III: Comparisons with experimental data
    • Lade, P. V., and Kim, M. K. (1988b). "Single hardening constitutive model for frictional materials. III: Comparisons with experimental data." Comput. Geotech., 6(1), 31-47.
    • (1988) Comput. Geotech. , vol.6 , Issue.1 , pp. 31-47
    • Lade, P.V.1    Kim, M.K.2
  • 45
    • 0347245574 scopus 로고    scopus 로고
    • Experimental study of drained creep behavior of sand
    • Lade, P. V., and Liu, C. T. (1998). "Experimental study of drained creep behavior of sand." J. Eng. Mech., 124(8), 912-920.
    • (1998) J. Eng. Mech. , vol.124 , Issue.8 , pp. 912-920
    • Lade, P.V.1    Liu, C.T.2
  • 47
    • 0022080725 scopus 로고
    • Stress-strain-strain rate relation for the compressibility of sensitive natural clays
    • Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. (1985). "Stress-strain-strain rate relation for the compressibility of sensitive natural clays." Geotechnique, 35(2), 159-180.
    • (1985) Geotechnique , vol.35 , Issue.2 , pp. 159-180
    • Leroueil, S.1    Kabbaj, M.2    Tavenas, F.3    Bouchard, R.4
  • 48
    • 0030397395 scopus 로고    scopus 로고
    • Importance of strain rate and temperature effects in geotechnical engineering
    • Geotechnical Special Publication No. 61, Sheahan, T. C. and Kaliakin, V. N., eds., ASCE, Reston, Va
    • Leroueil, S., and Marques, M. E. S. (1996). "Importance of strain rate and temperature effects in geotechnical engineering," Measuring and Modeling Time Dependent Soil Behavior. Geotechnical Special Publication No. 61, Sheahan, T. C. and Kaliakin, V. N., eds., ASCE, Reston, Va. 1-60.
    • (1996) Measuring and Modeling Time Dependent Soil Behavior , pp. 1-60
    • Leroueil, S.1    Marques, M.E.S.2
  • 49
    • 0039159072 scopus 로고
    • Uber den Einfluss der Deformationsgeschwindigkeit bei bleibenden Deformationen mit besonderer Berucksichtigung der Nachwirkungserscheinungen
    • Ludwick, P. (1922). "Uber den Einfluss der Deformationsgeschwindigkeit bei bleibenden Deformationen mit besonderer Berucksichtigung der Nachwirkungserscheinungen." Phys. Z., 10(12), 411-417.
    • (1922) Phys. Z. , vol.10 , Issue.12 , pp. 411-417
    • Ludwick, P.1
  • 50
    • 85137262804 scopus 로고
    • The propagation of longitudinal waves of plastic deformation in a bar of metal exhibiting a strain rate effect
    • Malvern, L. E. (1951). "The propagation of longitudinal waves of plastic deformation in a bar of metal exhibiting a strain rate effect." J. Appl. Mech., 18, 203-208.
    • (1951) J. Appl. Mech. , vol.18 , pp. 203-208
    • Malvern, L.E.1
  • 51
    • 0022176864 scopus 로고
    • Elasto/viscoplastic constitutive equation of normally consolidated clays based on flow surface theory
    • Nagoya, Japan
    • Matsui, T., and Abe, N. (1985a). "Elasto/viscoplastic constitutive equation of normally consolidated clays based on flow surface theory." 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, Japan, 407-413.
    • (1985) 5th Int. Conf. on Numerical Methods in Geomechanics , pp. 407-413
    • Matsui, T.1    Abe, N.2
  • 52
    • 4444219517 scopus 로고
    • Undrained creep characteristics of normally consolidated clay based on the flow surface model
    • Matsui, T., and Abe, N. (1985b). "Undrained creep characteristics of normally consolidated clay based on the flow surface model." Proc., 11th ICSMFE, 140-143.
    • (1985) Proc., 11th ICSMFE , pp. 140-143
    • Matsui, T.1    Abe, N.2
  • 53
    • 0005397107 scopus 로고
    • (selected translation of Russian geotechnical literature), A. A. Balkema, Rotterdam/Brookfield
    • Meschyan, S. R. (1995). Experimental rheology of clayey soils, geotechnika 13 (selected translation of Russian geotechnical literature), A. A. Balkema, Rotterdam/Brookfield.
    • (1995) Experimental Rheology of Clayey Soils, Geotechnika , vol.13
    • Meschyan, S.R.1
  • 54
    • 0015574479 scopus 로고
    • Coefficient of secondary compression
    • Mesri, G. (1973). "Coefficient of secondary compression." J. Soil Mech. Found. Div., 99(1), 123-137.
    • (1973) J. Soil Mech. Found. Div. , vol.99 , Issue.1 , pp. 123-137
    • Mesri, G.1
  • 55
    • 0017494335 scopus 로고
    • Time and stress-compressibility interrelationship
    • Mesri, G., and Godlewski, P. M. (1977). "Time and stress-compressibility interrelationship." J. Geotech. Eng., 103(5), 417-430.
    • (1977) J. Geotech. Eng. , vol.103 , Issue.5 , pp. 417-430
    • Mesri, G.1    Godlewski, P.M.2
  • 56
    • 4444372477 scopus 로고
    • A review of existing viscoplastic constitutive models regarding the performance of creep rupture prediction
    • in Japanese
    • Mimura, M., and Sekiguchi, H. (1985). "A review of existing viscoplastic constitutive models regarding the performance of creep rupture prediction." Proc., 40th Japan Nat. Conf., JSCE, 1097-1100 (in Japanese).
    • (1985) Proc., 40th Japan Nat. Conf., JSCE , pp. 1097-1100
    • Mimura, M.1    Sekiguchi, H.2
  • 58
    • 0020764431 scopus 로고
    • Formulation of stress-strain-time behavior of soils under deviatoric stress condition
    • Murayama, S. (1983). "Formulation of stress-strain-time behavior of soils under deviatoric stress condition." Soils Found., 23(2), 43-57.
    • (1983) Soils Found. , vol.23 , Issue.2 , pp. 43-57
    • Murayama, S.1
  • 61
    • 85024529720 scopus 로고
    • On the mechanical behavior of viscoelastic/plastic solids
    • Naghdi, P. M., and Murch, S. A. (1963). "On the mechanical behavior of viscoelastic/plastic solids." J. Appl. Meteorol., 30, 321-328.
    • (1963) J. Appl. Meteorol. , vol.30 , pp. 321-328
    • Naghdi, P.M.1    Murch, S.A.2
  • 63
    • 0018654701 scopus 로고
    • A constitutive model for sand in triaxial compression
    • Nova, R., and Wood, D. M. (1979). "A constitutive model for sand in triaxial compression." Int. J. Numer. Analyt. Meth. Geomech., 3(3), 255-278.
    • (1979) Int. J. Numer. Analyt. Meth. Geomech. , vol.3 , Issue.3 , pp. 255-278
    • Nova, R.1    Wood, D.M.2
  • 64
    • 0019657606 scopus 로고
    • Prediction of time-dependent behaviour of clay
    • Oka, F. (1981). "Prediction of time-dependent behaviour of clay." Proc., 10th ICSMFE, 1, 215-218.
    • (1981) Proc., 10th ICSMFE , vol.1 , pp. 215-218
    • Oka, F.1
  • 65
    • 0022199580 scopus 로고
    • Elasto-viscoplastic constitutive equations with memory and internal variables
    • Oka, F. (1985). "Elasto-viscoplastic constitutive equations with memory and internal variables." Comput. Mech., 1, 59-69.
    • (1985) Comput. Mech. , vol.1 , pp. 59-69
    • Oka, F.1
  • 67
    • 0022526295 scopus 로고
    • Two-dimensional consolidation analysis using an elasti-viscoplastic constitutive equation
    • Oka, F., Adachi, T., and Okano, Y. (1986). "Two-dimensional consolidation analysis using an elasti-viscoplastic constitutive equation." Int. J. Numer. Analyt. Meth. Geomech., 10, 1-16.
    • (1986) Int. J. Numer. Analyt. Meth. Geomech. , vol.10 , pp. 1-16
    • Oka, F.1    Adachi, T.2    Okano, Y.3
  • 70
    • 0013615685 scopus 로고
    • The constitutive equations of the flow theory for a nonstationary yield condition
    • Springer, Berlin
    • Olszak, W., and Perzyna, P. (1966b). "The constitutive equations of the flow theory for a nonstationary yield condition." Proc., 11th Int. Congress of Applied Mechanics, Springer, Berlin, 545-553.
    • (1966) Proc., 11th Int. Congress of Applied Mechanics , pp. 545-553
    • Olszak, W.1    Perzyna, P.2
  • 71
    • 0347203973 scopus 로고
    • McGraw-Hill, New York [Kanninen, F. (1969). "Inelastic behavior of solids." Battelle Institute Materials of Science Colloquia, Columbus and Atwood Lake, Ohio]
    • Olszak, W., and Perzyna, P. (1970). Stationary and nonstationary viscoplasticity, McGraw-Hill, New York [Kanninen, F. (1969). "Inelastic behavior of solids." Battelle Institute Materials of Science Colloquia, Columbus and Atwood Lake, Ohio, 53-75.]
    • (1970) Stationary and Nonstationary Viscoplasticity , pp. 53-75
    • Olszak, W.1    Perzyna, P.2
  • 72
    • 0001077171 scopus 로고
    • The constitutive equations for work-hardening and rate sensitive plastic materials
    • Perzyna, P. (1963a). "The constitutive equations for work-hardening and rate sensitive plastic materials." Proc., Vib. Probl., 3(4), 281-290.
    • (1963) Proc., Vib. Probl. , vol.3 , Issue.4 , pp. 281-290
    • Perzyna, P.1
  • 73
    • 0001453159 scopus 로고
    • The constitutive equations for rate sensitive plastic materials
    • Perzyna, P. (1963b). "The constitutive equations for rate sensitive plastic materials." Q. Appl. Math., 20(4), 321-332.
    • (1963) Q. Appl. Math. , vol.20 , Issue.4 , pp. 321-332
    • Perzyna, P.1
  • 74
    • 4444331128 scopus 로고
    • The study of the dynamical behaviour of rate sensitive plastic materials
    • Perzyna, P. (1963c). "The study of the dynamical behaviour of rate sensitive plastic materials." Arch. Mech. Stos., 1(15), 113-130.
    • (1963) Arch. Mech. Stos. , vol.1 , Issue.15 , pp. 113-130
    • Perzyna, P.1
  • 75
    • 33645016262 scopus 로고
    • Fundamental problems in viscoplasticity
    • Perzyna, P. (1966). "Fundamental problems in viscoplasticity." Adv. Appl. Mech., 9, 244-377.
    • (1966) Adv. Appl. Mech. , vol.9 , pp. 244-377
    • Perzyna, P.1
  • 78
    • 36849134770 scopus 로고
    • Recent developments in the mathematical theory of plasticity
    • Prager, W. (1949). "Recent developments in the mathematical theory of plasticity." J. Appl. Phys., 20(3), 235-241.
    • (1949) J. Appl. Phys. , vol.20 , Issue.3 , pp. 235-241
    • Prager, W.1
  • 79
    • 84976498354 scopus 로고
    • Ein Gedanken model zur kinetischen Theorie der festen Korper
    • Prandtl, L. (1928). "Ein Gedanken model zur kinetischen Theorie der festen Korper." Z. Angew. Math. Mech., 8, 85-106.
    • (1928) Z. Angew. Math. Mech. , vol.8 , pp. 85-106
    • Prandtl, L.1
  • 80
    • 0017172187 scopus 로고
    • Undrained stress-strain-time behavior of clays
    • Prevost, J.-H. (1976). "Undrained stress-strain-time behavior of clays." J. Geotech. Eng., 102(12), 1245-1259.
    • (1976) J. Geotech. Eng. , vol.102 , Issue.12 , pp. 1245-1259
    • Prevost, J.-H.1
  • 82
    • 84977533787 scopus 로고
    • Rep., Int. Society of Soil Mechanics and Foundation Engineering, technical committee on mechanics of granular materials, 12th, ICSMFE, M. Satake, ed
    • Satake, M. (1989). "Mechanics of granular materials." Rep., Int. Society of Soil Mechanics and Foundation Engineering, technical committee on mechanics of granular materials, 12th, ICSMFE, M. Satake, ed., 62-79.
    • (1989) Mechanics of Granular Materials , pp. 62-79
    • Satake, M.1
  • 83
    • 0343772528 scopus 로고
    • Rheological characteristics of clays
    • Sekiguchi, H. (1977). "Rheological characteristics of clays." Proc., 9th ICSMFE, 289-292, Vol. 1.
    • (1977) Proc., 9th ICSMFE , vol.1 , pp. 289-292
    • Sekiguchi, H.1
  • 85
    • 0021386157 scopus 로고
    • Theory of undrained creep rupture of normally consolidated clay based on elasto-viscoplasticity
    • Sekiguchi, H. (1984). "Theory of undrained creep rupture of normally consolidated clay based on elasto-viscoplasticity." Soils Found., 24(1), 129-147.
    • (1984) Soils Found. , vol.24 , Issue.1 , pp. 129-147
    • Sekiguchi, H.1
  • 86
    • 7044254676 scopus 로고
    • Rep., ISSMFE Subcommittee on Constitutive Laws of Soils and Proc. of Discussion Session 1A, Int. Society of Soil Mechanics and Foundation Engineering, Subcommittee on Constitutive Laws of Soils, 11th ICFMFE, San Francisco
    • Sekiguchi, H. (1985). "Macrometric Approaches-Static-Intrinsically Time Dependent Constitutive Laws of Soils." Rep., ISSMFE Subcommittee on Constitutive Laws of Soils and Proc. of Discussion Session 1A, Int. Society of Soil Mechanics and Foundation Engineering, Subcommittee on Constitutive Laws of Soils, 11th ICFMFE, San Francisco, 66-98.
    • (1985) Macrometric Approaches - Static - Intrinsically Time Dependent Constitutive Laws of Soils , pp. 66-98
    • Sekiguchi, H.1
  • 87
    • 0029416466 scopus 로고
    • Interpretation of undrained creep tests in terms of effective stresses
    • Sheahan, T. C. (1995). "Interpretation of undrained creep tests in terms of effective stresses." Can. Geotech. J., 32, 373-379.
    • (1995) Can. Geotech. J. , vol.32 , pp. 373-379
    • Sheahan, T.C.1
  • 88
    • 4444317896 scopus 로고    scopus 로고
    • Microstructural considerations and validity of the correspondence principle for cohesive soils
    • N. Jones and R. Ghanem, eds., ASCE, Reston, Va
    • Sheahan, T. C., and Kaliakin, V. N. (1999). "Microstructural considerations and validity of the correspondence principle for cohesive soils." Proc., 13th Conf., Engineering Mechanics, N. Jones and R. Ghanem, eds., ASCE, Reston, Va.
    • (1999) Proc., 13th Conf., Engineering Mechanics
    • Sheahan, T.C.1    Kaliakin, V.N.2
  • 90
    • 0002987529 scopus 로고
    • General stress-strain-time function for soils
    • Singh, A., and Mitchell, J. K. (1968). "General stress-strain-time function for soils." J. Soil Mech. Found. Div., 94(1), 21-46.
    • (1968) J. Soil Mech. Found. Div. , vol.94 , Issue.1 , pp. 21-46
    • Singh, A.1    Mitchell, J.K.2
  • 92
    • 0041771082 scopus 로고
    • Propagation of elastic-viscoplastic waves in bar
    • in Russian
    • Sokolovsky, V. V. (1948). "Propagation of elastic-viscoplastic waves in bar." Dokl. Akad. Nauk SSSR, 60, 775-778 (in Russian).
    • (1948) Dokl. Akad. Nauk SSSR , vol.60 , pp. 775-778
    • Sokolovsky, V.V.1
  • 93
    • 0000405447 scopus 로고
    • The analysis of the consolidation process by the isotaches method
    • Suklje, L. (1957). "The analysis of the consolidation process by the isotaches method." Proc., 4th ICSMFE, 1, 200-206.
    • (1957) Proc., 4th ICSMFE , vol.1 , pp. 200-206
    • Suklje, L.1
  • 94
    • 0009002130 scopus 로고    scopus 로고
    • Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials
    • A. Evangelista and L. Picarelli, eds., Balkema, Rotterdam, The Netherlands
    • Tatsuoka, F., Santucci de Magistris, F., Hayano, K. Momoya, Y., and Koseki J. (2000). "Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials." Proc., 2nd HSSR, Napoli, 1998, A. Evangelista and L. Picarelli, eds., Balkema, Rotterdam, The Netherlands, Vol. 2, 1285-1371.
    • (2000) Proc., 2nd HSSR, Napoli, 1998 , vol.2 , pp. 1285-1371
    • Tatsuoka, F.1    Santucci de Magistris, F.2    Hayano, K.3    Momoya, Y.4    Koseki, J.5
  • 95
    • 0017998956 scopus 로고
    • Creep behavior of an undisturbed lightly overconsolidated clay
    • Tavenas, F., Leroueil, S., La Rochelle, P., and Roy, M. (1978). "Creep behavior of an undisturbed lightly overconsolidated clay." Can. Geotech. J., 15(3), 402-423.
    • (1978) Can. Geotech. J. , vol.15 , Issue.3 , pp. 402-423
    • Tavenas, F.1    Leroueil, S.2    La Rochelle, P.3    Roy, M.4
  • 96
    • 0004042420 scopus 로고
    • Serial 85, Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, Cambridge, Mass
    • Taylor, D. W. (1942). "Research on consolidation of clays." Serial 85, Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, Cambridge, Mass.
    • (1942) Research on Consolidation of Clays
    • Taylor, D.W.1
  • 98
    • 4444253550 scopus 로고
    • Modeling creep behavior of anisotropically consolidated marine clays
    • H. J. Siriwardane and M. M. Zaman, eds., Balkema, Rotterdam, The Netherlands
    • Tian, W. M., Sadd, M. H., Silva, A. J., and Veyera, G. E. (1994). "Modeling creep behavior of anisotropically consolidated marine clays." Computer methods and advances in geomechanics, H. J. Siriwardane and M. M. Zaman, eds., Balkema, Rotterdam, The Netherlands, 701-706.
    • (1994) Computer Methods and Advances in Geomechanics , pp. 701-706
    • Tian, W.M.1    Sadd, M.H.2    Silva, A.J.3    Veyera, G.E.4
  • 99
    • 0017518285 scopus 로고
    • Time-dependent behavior of undisturbed clay
    • Vaid, Y. P., and Campanella, R. G. (1977). "Time-dependent behavior of undisturbed clay." J. Geotech. Eng., 103(7), 693-709.
    • (1977) J. Geotech. Eng. , vol.103 , Issue.7 , pp. 693-709
    • Vaid, Y.P.1    Campanella, R.G.2
  • 100
    • 0000818662 scopus 로고
    • A theory of viscoplasticity without a yield surface. I
    • Valanis, K. C. (1971). "A theory of viscoplasticity without a yield surface. I." Arch. Mech., 23(4), 517-533.
    • (1971) Arch. Mech. , vol.23 , Issue.4 , pp. 517-533
    • Valanis, K.C.1
  • 101
    • 0014349138 scopus 로고
    • The prediction of consolidation rates in a cemented clay
    • Walker, L. K., and Raymond, G. P. (1968). "The prediction of consolidation rates in a cemented clay." Can. Geotech. J., 5(4), 192-216.
    • (1968) Can. Geotech. J. , vol.5 , Issue.4 , pp. 192-216
    • Walker, L.K.1    Raymond, G.P.2
  • 103
    • 0032760346 scopus 로고    scopus 로고
    • Nonlinear creep of soils in oedometer tests
    • Yin, J. H. (1999). "Nonlinear creep of soils in oedometer tests." Geotechnique, 49(2), 699-707.
    • (1999) Geotechnique , vol.49 , Issue.2 , pp. 699-707
    • Yin, J.H.1
  • 104
    • 0024476186 scopus 로고
    • Viscous-elastic-plastic modeling of one-dimensional time-dependent behaviour of clays
    • Yin, J. H., and Graham, J. (1989a). "Viscous-elastic-plastic modeling of one-dimensional time-dependent behaviour of clays." Can. Geotech. J., 26, 199-209.
    • (1989) Can. Geotech. J. , vol.26 , pp. 199-209
    • Yin, J.H.1    Graham, J.2
  • 105
    • 0024812776 scopus 로고
    • General elastic viscous plastic constitutive relationships for 1D straining in clays
    • Yin, J. H., and Graham, J. (1989b). "General elastic viscous plastic constitutive relationships for 1D straining in clays." Proc., 3rd Int. Symp. Numerical Models in Geomechanics, 108-117.
    • (1989) Proc., 3rd Int. Symp. Numerical Models in Geomechanics , pp. 108-117
    • Yin, J.H.1    Graham, J.2
  • 106
    • 0028195340 scopus 로고
    • Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays
    • Yin, J. H., and Graham, J. (1994). "Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays." Can. Geotech. J., 31, 45-52.
    • (1994) Can. Geotech. J. , vol.31 , pp. 45-52
    • Yin, J.H.1    Graham, J.2
  • 107
    • 0028527107 scopus 로고
    • Modelling unanticipated pore-water pressures in soft clays
    • Yin, J.-H., Graham, J., Clark, J. I., and Gao, L. (1994). "Modelling unanticipated pore-water pressures in soft clays." Can. Geotech. J., 31, 773-778.
    • (1994) Can. Geotech. J. , vol.31 , pp. 773-778
    • Yin, J.-H.1    Graham, J.2    Clark, J.I.3    Gao, L.4
  • 108
    • 0030237175 scopus 로고    scopus 로고
    • Elastic visco-plastic modelling of one-dimensional consolidation
    • Yin, J. H., and Graham, J. (1996). "Elastic visco-plastic modelling of one-dimensional consolidation." Geotechnique, 46(3), 515-527.
    • (1996) Geotechnique , vol.46 , Issue.3 , pp. 515-527
    • Yin, J.H.1    Graham, J.2
  • 110
    • 0016314323 scopus 로고
    • Visco-plasticity-plasticity and creep in elastic solids - A unified numerical solution approach
    • Zienkiewicz, O. C., and Cormeau, I. C. (1974). "Visco-plasticity-plasticity and creep in elastic solids-A unified numerical solution approach." Int. J. Numer. Methods Eng., 8, 821-845.
    • (1974) Int. J. Numer. Methods Eng. , vol.8 , pp. 821-845
    • Zienkiewicz, O.C.1    Cormeau, I.C.2
  • 111
    • 0016648696 scopus 로고
    • Associated and nonassociated viscoplasticity and plasticity in soil mechanics
    • Zienkiewicz, O. C., Humpheson, C., and Lewis, R. W. (1975). "Associated and nonassociated viscoplasticity and plasticity in soil mechanics." Geotechnique, 25(4), 671-689.
    • (1975) Geotechnique , vol.25 , Issue.4 , pp. 671-689
    • Zienkiewicz, O.C.1    Humpheson, C.2    Lewis, R.W.3


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