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Volumn , Issue , 2005, Pages 59-123

Time effects on the behaviour of geomaterials

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE MIXTURES; SOIL CEMENT; VISCOUS FLOW;

EID: 84973505633     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (47)

References (122)
  • 3
    • 0020274432 scopus 로고
    • Constitutive equations for normally consolidated clays based on elasto-viscoplasticity
    • Adachi, T. and Oka, F. (1982): “Constitutive equations for normally consolidated clays based on elasto-viscoplasticity”. Soils and Foundations, Vol.22, No.1, pp.57-70.
    • (1982) Soils and Foundations , vol.22 , Issue.1 , pp. 57-70
    • Adachi, T.1    Oka, F.2
  • 4
    • 0029542002 scopus 로고
    • An elastoplastic constitutive model for soft rock wit strain softening
    • Adachi, T. and Oka, F. (1995): “An elastoplastic constitutive model for soft rock wit strain softening”. Int. J. Nume. and Anal. Mech. on Geomechanics, Vol.19, pp.233-247.
    • (1995) Int. J. Nume. and Anal. Mech. on Geomechanics , vol.19 , pp. 233-247
    • Adachi, T.1    Oka, F.2
  • 6
    • 0016477144 scopus 로고
    • Existence of a unique stress-strain-time relation of clays
    • Akai, K., Adachi, T. and Ando, N. (1975): “Existence of a unique stress-strain-time relation of clays”. Soils and Foundations, Vol.15, No.1, pp. 1-16.
    • (1975) Soils and Foundations , vol.15 , Issue.1 , pp. 1-16
    • Akai, K.1    Adachi, T.2    Ando, N.3
  • 7
    • 24744435419 scopus 로고    scopus 로고
    • Viscous deformation in triaxial compression of dense well-graded gravels and its model simulation
    • (Tatsuoka et al. eds.), Balkema
    • Anh Dan, L.Q., Koseki, J. and Tatsuoka, F. (2001): “Viscous deformation in triaxial compression of dense well-graded gravels and its model simulation”, Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al. eds.), Balkema, pp.187-194.
    • (2001) Advanced Laboratory Stress-Strain Testing of Geomaterials , pp. 187-194
    • Anh Dan, L.Q.1    Koseki, J.2    Tatsuoka, F.3
  • 10
    • 84856934007 scopus 로고    scopus 로고
    • Modeling of stress and strain relationship of dense gravel under large cyclic loadings
    • (Tatsuoka et al. eds.), Balkema
    • Balakrishnaier, K., Koseki, J. (2001): “Modeling of stress and strain relationship of dense gravel under large cyclic loadings”, Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al. eds.), Balkema, pp.195-207.
    • (2001) Advanced Laboratory Stress-Strain Testing of Geomaterials , pp. 195-207
    • Balakrishnaier, K.1    Koseki, J.2
  • 17
    • 0020911236 scopus 로고
    • Comparaison des lois rhéologiques en cinématique rotationnelle
    • (in French)
    • Di Benedetto, H. and Darve, F. (1983): “Comparaison des lois rhéologiques en cinématique rotationnelle”, Journal de Mécanique théorique et appliquée, vol. 2, n° 5, pp. 769-798, (in French).
    • (1983) Journal De Mécanique théorique Et appliquée , vol.2 , Issue.5 , pp. 769-798
    • Di Benedetto, H.1    Darve, F.2
  • 19
    • 0026305314 scopus 로고
    • Constitutive law for granular skeleton materials: Description of the anisotropic and viscous effects
    • (Beer et al. eds.), Rotterdam, Balkema
    • Di Benedetto, H. and Hameury, O. (1991): “Constitutive law for granular skeleton materials: description of the anisotropic and viscous effects”. Comp. Met. and Ad. In Geomec (Beer et al. eds.), Rotterdam, Balkema, pp.599-603.
    • (1991) Comp. Met. and Ad. in Geomec , pp. 599-603
    • Di Benedetto, H.1    Hameury, O.2
  • 20
    • 70849134537 scopus 로고    scopus 로고
    • Effets visqueux et anisotropie des sables
    • Vol., (1998), Ed. Balkema, Hamburg, (in French)
    • Di Benedetto, H. (1997): “Effets visqueux et anisotropie des sables” Session de Discu. I.1 of XIVth Int. Conf. ISSMFE (1997), Vol. 4 (1998), Ed. Balkema, Hamburg, pp 2177-79, (in French).
    • (1997) Session De Discu. I.1 of Xivth Int. Conf. ISSMFE (1997) , vol.4 , pp. 2177-2179
    • Di Benedetto, H.1
  • 21
    • 0000014388 scopus 로고    scopus 로고
    • Small strain behaviour of geomaterials: Modelling of strain rate effects
    • Di Benedetto, H. and Tatsuoka, F. (1997): “Small strain behaviour of geomaterials: Modelling of strain rate effects”, Soils and Foundations, Vol.37, No.2, pp.127-138.
    • (1997) Soils and Foundations , vol.37 , Issue.2 , pp. 127-138
    • Di Benedetto, H.1    Tatsuoka, F.2
  • 24
    • 0033488809 scopus 로고    scopus 로고
    • Modelling viscous effects for sand and behaviour in the small strain domain
    • (Jamiolkowski et al. eds.), panel presentation, Vol., (published 2001), Balkema
    • Di Benedetto, H., Sauzeat, C. and Geoffroy, H. (1999b): “Modelling viscous effects for sand and behaviour in the small strain domain”, Proc. 2nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials, IS Torino (Jamiolkowski et al. eds.), panel presentation, Vol. 2 (published 2001), Balkema, pp. 1357-1367.
    • (1999) Proc. 2Nd Int. Symp. on Pre-Failure Deformation Characteristics of Geomaterials, IS Torino , vol.2 , pp. 1357-1367
    • Di Benedetto, H.1    Sauzeat, C.2    Geoffroy, H.3
  • 25
    • 84856911539 scopus 로고    scopus 로고
    • Loi thermo-viscoplastique pour les enrobés bitumineux
    • Barçelone 2000, p. [In French]
    • Di Benedetto, H. and Neifar, M. (2000): “Loi thermo-viscoplastique pour les enrobés bitumineux”. 2nd Eurasphalt & Eurobitume congress, Barçelone 2000, 9 p. [In French].
    • (2000) 2Nd Eurasphalt & Eurobitume Congress , pp. 9
    • Di Benedetto, H.1    Neifar, M.2
  • 27
    • 33947434254 scopus 로고    scopus 로고
    • Viscous and non viscous behaviour of sand obtained from hollow cylinder tests
    • (Tatsuoka et al. eds.), Balkema
    • Di Benedetto, H., Geoffroy, H. and Sauzeat, C. (2001b): “Viscous and non viscous behaviour of sand obtained from hollow cylinder tests”, Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al. eds.), Balkema, pp. 217-226.
    • (2001) Advanced Laboratory Stress-Strain Testing of Geomaterials , pp. 217-226
    • Di Benedetto, H.1    Geoffroy, H.2    Sauzeat, C.3
  • 29
    • 0012521218 scopus 로고    scopus 로고
    • Time-dependent shear deformation characteristics of sand and their constitutive modelling
    • Di Benedetto, H., Tatsuoka, F. and Ishihara, M. (2002): Time-dependent shear deformation characteristics of sand and their constitutive modelling, Soils and Foundations, 42-2, pp.1-22.
    • (2002) Soils and Foundations , vol.42-2 , pp. 1-22
    • Di Benedetto, H.1    Tatsuoka, F.2    Ishihara, M.3
  • 31
    • 0004722995 scopus 로고
    • Comportement mécanique des enrobés bitumineux des “petites aux “grandes
    • Thèse de Doctorat, ENTPE-INSA Lyon, (in French)
    • Doubbaneh, E.(1995): “Comportement mécanique des enrobés bitumineux des “petites” aux “grandes” déformations”, Thèse de Doctorat, ENTPE-INSA Lyon, (in French)
    • (1995) Déformations”
    • Doubbaneh, E.1
  • 34
    • 0031211266 scopus 로고    scopus 로고
    • Viscoelastic behaviour of soft clay
    • Fodil, A., Aloulou, W. and Hicher, P.Y. (1997): “Viscoelastic behaviour of soft clay”, Géotechnique, vol. 47, n°3, pp.581-591.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 581-591
    • Fodil, A.1    Aloulou, W.2    Hicher, P.Y.3
  • 36
    • 0026119406 scopus 로고
    • A simple gauge for local small strain measurements in the laboratory
    • Goto, S., Tatsuoka, F., Shibuya, S., Kim, Y.-S. and Sato, T. (1991): “A simple gauge for local small strain measurements in the laboratory”, Soils and Foundations, Vol.31, No.1, pp.169-180.
    • (1991) Soils and Foundations , vol.31 , Issue.1 , pp. 169-180
    • Goto, S.1    Tatsuoka, F.2    Shibuya, S.3    Kim, Y.-S.4    Sato, T.5
  • 39
    • 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 and Foundations, Vol.40, No.4, pp.19-36.
    • (2000) Soils and Foundations , vol.40 , Issue.4 , pp. 19-36
    • Hashiguchi, K.1    Okayasu, T.2
  • 40
    • 0041772000 scopus 로고    scopus 로고
    • Evaluation of time-dependent deformation property of sedimentary soft rock and its constitutive modelling
    • Hayano, K., Matsumoto, M., Tatsuoka, F. and Koseki, J. (2001): “Evaluation of time-dependent deformation property of sedimentary soft rock and its constitutive modelling”, Soils and Foundations, Vol.41, No.2, pp. 21-38.
    • (2001) Soils and Foundations , vol.41 , Issue.2 , pp. 21-38
    • Hayano, K.1    Matsumoto, M.2    Tatsuoka, F.3    Koseki, J.4
  • 46
    • 0000764911 scopus 로고    scopus 로고
    • Anisotropy in the elastic deformation of materials
    • Hoque, E. and Tatsuoka, F. (1998): “Anisotropy in the elastic deformation of materials”, Soils and Foundations, Vol.38, No.1, pp.163-179.
    • (1998) Soils and Foundations , vol.38 , Issue.1 , pp. 163-179
    • Hoque, E.1    Tatsuoka, F.2
  • 47
    • 84973441217 scopus 로고    scopus 로고
    • Différents aspects du comportement à partir dessais triaxiaux: Des petites déformations à la liquéfaction statique
    • (in French)
    • Ibraim, E., (1998): “Différents aspects du comportement à partir d’essais triaxiaux: des petites déformations à la liquéfaction statique”, Thèse de Doctorat ENTPE-INSA Lyon, (in French).
    • (1998) Thèse De Doctorat ENTPE-INSA Lyon
    • Ibraim, E.1
  • 48
    • 0026882897 scopus 로고
    • Some observations on the kinematic nature of soil stiffness
    • Jardine, R.J. (1992): “Some observations on the kinematic nature of soil stiffness”, Soils and Foundations, 1992, Vol. 32, No 2, pp. 111-124.
    • (1992) Soils and Foundations , vol.32 , Issue.2 , pp. 111-124
    • Jardine, R.J.1
  • 50
    • 0012252648 scopus 로고
    • Torsional motion monitoring system for small-strain (10-5 to 10-3%) soil testing
    • Kim, D.S. and Stokoe II, K., H. (1994): “Torsional motion monitoring system for small-strain (10-5 to 10-3%) soil testing”, Geotechnical Testing Journal, Vol. 17, No 1, pp. 17-26.
    • (1994) Geotechnical Testing Journal , vol.17 , Issue.1 , pp. 17-26
    • Kim, D.S.1    Stokoe, I.I.2
  • 51
    • 19844382756 scopus 로고    scopus 로고
    • Viscous properties and yield characteristics of loose sand in triaxial tests
    • University of Tokyo, Feb. (in Japanese)
    • Kiyota, T. (2004): “Viscous properties and yield characteristics of loose sand in triaxial tests”, Master Thesis, University of Tokyo, Feb. (in Japanese)
    • (2004) Master Thesis
    • Kiyota, T.1
  • 52
    • 84856864124 scopus 로고    scopus 로고
    • Significance of viscous effects in the development of residual strain incyclic triaxial tests on sand
    • (Di Benedetto et al. eds.),, Balkema, Sept
    • Ko, D.H., Itou, H., Tatsuoka, F. and Nishi, T. (2003): “Significance of viscous effects in the development of residual strain incyclic triaxial tests on sand”, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, Sept. 2003, pp.559-568.
    • (2003) Proc. 3Rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 , pp. 559-568
    • Ko, D.H.1    Itou, H.2    Tatsuoka, F.3    Nishi, T.4
  • 54
    • 19844381485 scopus 로고    scopus 로고
    • Viscous stress-strain properties of undisturbed Pleistocene clay and its constitutive modelling
    • (Di Benedetto et al. eds.), Balkema, Sept
    • Komoto, N., Tatsuoka, F. and Nishi, T. (2003): “Viscous stress-strain properties of undisturbed Pleistocene clay and its constitutive modelling”, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03, (Di Benedetto et al. eds.), Balkema, Sept. 2003, pp.579-587.
    • (2003) Proc. 3Rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 , pp. 579-587
    • Komoto, N.1    Tatsuoka, F.2    Nishi, T.3
  • 55
    • 0001101814 scopus 로고
    • Hyperbolic stress-strain response: Cohesive soils
    • N SMI, Feb
    • Kondner, R.B., (1963): “Hyperbolic stress-strain response: cohesive soils”, Jl of SMF Div., Proc ASCE, Vol. 89, N SMI, Feb., pp. 115-143.
    • (1963) Jl of SMF Div., Proc ASCE , vol.89 , pp. 115-143
    • Kondner, R.B.1
  • 56
    • 84973461796 scopus 로고    scopus 로고
    • Load-strain-time behaviour of geogrid arranged in sand subjected to sustained loading
    • Japanese Geotechnical Society, Niigata
    • Kongkitkul, W. and Tatsuoka, F. (2004): “Load-strain-time behaviour of geogrid arranged in sand subjected to sustained loading”, Proc. 39th Japan National Conference on Geotechnical Engineering, Japanese Geotechnical Society, Niigata.
    • (2004) Proc. 39Th Japan National Conference on Geotechnical Engineering
    • Kongkitkul, W.1    Tatsuoka, F.2
  • 57
    • 10944234772 scopus 로고    scopus 로고
    • Effects of ageing with shear stress on the stress-strain behavior of cement-mixed sand
    • (Tatsuoka et al. eds.), Balkema
    • Kongsukprasert, L., Kuwano, R. and Tatsuoka, F. (2001): “Effects of ageing with shear stress on the stress-strain behavior of cement-mixed sand”, Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al. eds.), Balkema, pp. 251-258.
    • (2001) Advanced Laboratory Stress-Strain Testing of Geomaterials , pp. 251-258
    • Kongsukprasert, L.1    Kuwano, R.2    Tatsuoka, F.3
  • 59
    • 10944228272 scopus 로고    scopus 로고
    • Viscous effects coupled with ageing effects on the stress-strain behaviour of cement-mixed granular materials and a model simulation
    • (Di Benedetto et al. eds.), Balkema, Sept
    • Kongsukprasert, L. and Tatsuoka, F. (2003b): “Viscous effects coupled with ageing effects on the stress-strain behaviour of cement-mixed granular materials and a model simulation”, Proc. 3rd Int. Symp. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, Sept. 2003, pp. 569-577.
    • (2003) Proc. 3Rd Int. Symp. on Deformation Characteristics of Geomaterials, IS Lyon 03 , pp. 569-577
    • Kongsukprasert, L.1    Tatsuoka, F.2
  • 60
    • 0036025918 scopus 로고    scopus 로고
    • On measuring creep behaviour in granular materials through triaxial testing
    • Kuwano, R. and Jardine, R.J. (2002): “On measuring creep behaviour in granular materials through triaxial testing”, Can. Geotech. J., 39, pp. 1061-1074.
    • (2002) Can. Geotech. J. , vol.39 , pp. 1061-1074
    • Kuwano, R.1    Jardine, R.J.2
  • 61
    • 0030422683 scopus 로고    scopus 로고
    • Undrained sand behaviour in axisymetric tests at high pressures
    • Lade, P.V., Yamamuro, J.A. (1996): “undrained sand behaviour in axisymetric tests at high pressures”, Jl of Geotechnical Eng., ASCE, Vol. 122, N°2, pp.120-129.
    • (1996) Jl of Geotechnical Eng., ASCE , vol.122 , Issue.2 , pp. 120-129
    • Lade, P.V.1    Yamamuro, J.A.2
  • 62
    • 0036027017 scopus 로고    scopus 로고
    • Effect of undrained creep on instability behaviour of loose sand
    • Leong, W.K. and Chu, J., (2002) “Effect of undrained creep on instability behaviour of loose sand”. Can Geotech J., 39, 1399-1405.
    • (2002) Can Geotech J. , vol.39 , pp. 1399-1405
    • Leong, W.K.1    Chu, J.2
  • 63
  • 65
    • 16644390247 scopus 로고    scopus 로고
    • Viscous stress-strain behaviour of clay under unloaded conditions
    • (, ), IS Lyon 03, (Di Benedetto et al. eds.), Balkema, Sept
    • Li, J. Z., Tatsuoka, F., Nishi, T. and Komoto, N. (2003): “Viscous stress-strain behaviour of clay under unloaded conditions”, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03, (Di Benedetto et al. eds.), Balkema, Sept. 2003, pp.617-625.
    • (2003) Proc. 3Rd Int. Sym. on Deformation Characteristics of Geomaterials , pp. 617-625
    • Li, J.Z.1    Tatsuoka, F.2    Nishi, T.3    Komoto, N.4
  • 71
    • 84910864391 scopus 로고
    • Contribution à létude expérimentale et théorique du comportement des sables sous chargements cycliques
    • P., (in French)
    • Mohkam, M. (1983): “Contribution à l’étude expérimentale et théorique du comportement des sables sous chargements cycliques”, these de Docteur Ingénieur, ENTPEUSMG, P. 231, (in French).
    • (1983) These De Docteur Ingénieur, ENTPEUSMG , pp. 231
    • Mohkam, M.1
  • 72
    • 84973451374 scopus 로고
    • Proc. Symposium on Deformaation Characteristics of Geomaterials associated with Dynamic Problems of Ground and Soil-structures, JSSMFE, (in Japanese)
    • Nakajima, M., Hosono, T., and Shibuya, S. (1994): “Effects of rate of shear stress increment on cyclic behaviour of clay”, Proc. Symposium on Deformaation Characteristics of Geomaterials associated with Dynamic Problems of Ground and Soil-structures, JSSMFE, 1994, pp. 133-136 (in Japanese).
    • (1994) Effects of Rate of Shear Stress Increment on Cyclic Behaviour of Clay , pp. 133-136
    • Nakajima, M.1    Hosono, T.2    Shibuya, S.3
  • 74
    • 17044433620 scopus 로고    scopus 로고
    • Experimental evaluation of the viscous properties of sand in shear
    • Nawir, H., Tatsuoka, F. and Kuwano, R. (2003a): “Experimental evaluation of the viscous properties of sand in shear”, Soils and Foundations, Vol 43, N6, pp.13-31.
    • (2003) Soils and Foundations , vol.43 , Issue.6 , pp. 13-31
    • Nawir, H.1    Tatsuoka, F.2    Kuwano, R.3
  • 75
    • 17044424376 scopus 로고    scopus 로고
    • Viscous effects on the shear yielding characteristics of sand
    • Nawir, H., Tatsuoka, F. and Kuwano, R. (2003b): “Viscous effects on the shear yielding characteristics of sand”, Soils and Foundations, Vol. 43, No 6, pp.33-50.
    • (2003) Soils and Foundations , vol.43 , Issue.6 , pp. 33-50
    • Nawir, H.1    Tatsuoka, F.2    Kuwano, R.3
  • 77
    • 0032183535 scopus 로고    scopus 로고
    • A viscoplastic degradation model for rocks
    • Nawrocki, P.A. and Mroz, Z. (1998): “A viscoplastic degradation model for rocks”, Int. J. Rock Mech. Min. Sci., Vol. 35, No. 7, pp. 991-1000.
    • (1998) Int. J. Rock Mech. Min. Sci , vol.35 , Issue.7 , pp. 991-1000
    • Nawrocki, P.A.1    Mroz, Z.2
  • 83
    • 0002442932 scopus 로고
    • Anisotropic strength and deformations of sands in plane strain compression
    • New Delhi
    • Park, C.-S. and Tatsuoka, F. (1994): “Anisotropic strength and deformations of sands in plane strain compression”, Proc. of the 13th Int. Conf. on S.M.F.F., New Delhi, Vol.13, No.1, pp.1-4.
    • (1994) Proc. of the 13Th Int. Conf. on S.M.F.F , vol.13 , Issue.1 , pp. 1-4
    • Park, C.-S.1    Tatsuoka, F.2
  • 84
    • 0001077171 scopus 로고
    • The constitutive equations for workhardening and rate-sensitive plastic materials
    • Perzyna, P. (1963): “The constitutive equations for workhardening and rate-sensitive plastic materials”, Proc. of Vibrational Problems, Warsaw, 4-3, pp281-290.
    • (1963) Proc. of Vibrational Problems, Warsaw , vol.4-3 , pp. 281-290
    • Perzyna, P.1
  • 88
    • 0002188316 scopus 로고    scopus 로고
    • A triaxial testing system to evaluate stress-strain behaviour of soils for wide range of strain and strain rate
    • Santucci de Magistris, F., Koseki, J., Amaya, M., Hamaya, S., Sato, T. and Tatsuoka, F. (1999), “A triaxial testing system to evaluate stress-strain behaviour of soils for wide range of strain and strain rate”, Geotechnical Testing Journal, ASTM, Vol.22, No.1, pp.44-60.
    • (1999) Geotechnical Testing Journal, ASTM , vol.22 , Issue.1 , pp. 44-60
    • Santucci De Magistris, F.1    Koseki, J.2    Amaya, M.3    Hamaya, S.4    Sato, T.5    Tatsuoka, F.6
  • 89
    • 24744462719 scopus 로고    scopus 로고
    • Effects of moulding water content on the stress-strain behaviour of a compacted silty sand
    • Santucci de Magistris, F. and Tatusoka, F. (2004): “Effects of moulding water content on the stress-strain behaviour of a compacted silty sand”, Soils and Foundations, Vol.44, No.2 pp. 85-101.
    • (2004) Soils and Foundations , vol.44 , Issue.2 , pp. 85-101
    • Santucci De Magistris, F.1    Tatusoka, F.2
  • 90
    • 0042272792 scopus 로고    scopus 로고
    • Comparison among wave velocities from seismic observation waves and field tests for hard rock mass
    • (in Japanese)
    • Sato, M., Ueda, M., Hasebe, N. and Kondo, H. (1997a): “Comparison among wave velocities from seismic observation waves and field tests for hard rock mass”, J. of JSCE, 38, pp. 75-87 (in Japanese).
    • (1997) J. of JSCE , vol.38 , pp. 75-87
    • Sato, M.1    Ueda, M.2    Hasebe, N.3    Kondo, H.4
  • 91
    • 0041771999 scopus 로고    scopus 로고
    • Dynamic elastic modulus of dam concrete earthquake motion
    • Sato, M., Ueda, M., Hasebe, N. and Umehara, H. (1997b): “Dynamic elastic modulus of dam concrete earthquake motion”, J. of JSCE, 35, pp. 43-55.
    • (1997) J. of JSCE , vol.35 , pp. 43-55
    • Sato, M.1    Ueda, M.2    Hasebe, N.3    Umehara, H.4
  • 95
    • 0002591446 scopus 로고
    • Induced anisotropy and its time dependency in clays, Constitutive Equations of Soils
    • Sekiguchi, H. and Ohta, H. (1977): “Induced anisotropy and its time dependency in clays, Constitutive Equations of Soils”, Proc. of Spec. Session 9, the 9th ICSMFE, Tokyo, pp. 229-238.
    • (1977) Proc. of Spec. Session 9, the 9Th ICSMFE, Tokyo , pp. 229-238
    • Sekiguchi, H.1    Ohta, H.2
  • 97
    • 2142843653 scopus 로고    scopus 로고
    • FEM simulation of scale effect in bearing capacity of strip footing on sand
    • Siddiquee, M.S.A., Tanaka, T., Tatsuoka, F., Tani, K. and Morimoto, T. (1999): “FEM simulation of scale effect in bearing capacity of strip footing on sand”, Soils and Foundations, 39 (4), 91-109.
    • (1999) Soils and Foundations , vol.39 , Issue.4 , pp. 91-109
    • Siddiquee, M.S.A.1    Tanaka, T.2    Tatsuoka, F.3    Tani, K.4    Morimoto, T.5
  • 98
    • 19844362137 scopus 로고    scopus 로고
    • Model tests and FEM simulation of some factors affecting the bearing capacity of footing on sand
    • Siddiquee, M.S.A., Tatsuoka, F., Tanaka, T., Tani, K., Yoshida, K. and Morimoto, T. (2001a): “Model tests and FEM simulation of some factors affecting the bearing capacity of footing on sand”, Soils and Foundations, 41 (2), 53-76.
    • (2001) Soils and Foundations , vol.41 , Issue.2 , pp. 53-76
    • Siddiquee, M.S.A.1    Tatsuoka, F.2    Tanaka, T.3    Tani, K.4    Yoshida, K.5    Morimoto, T.6
  • 101
    • 19844380580 scopus 로고    scopus 로고
    • Implementation of a time dependent constitutive model “TESRA into the nonlinear FEM scheme
    • (Di Benedetto et al. eds.), Balkema, September
    • Siddiquee, M.S.A., Tatsuoka, F. and Tanaka, T. (2003b): “Implementation of a time dependent constitutive model “TESRA” into the nonlinear FEM scheme”, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 873-881.
    • (2003) Proc. 3Rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 , pp. 873-881
    • Siddiquee, M.S.A.1    Tatsuoka, F.2    Tanaka, T.3
  • 102
    • 84973476580 scopus 로고    scopus 로고
    • Effects of ageing and viscosity on the stress-strain behaviour of a cement-mixed soft clay
    • (Di Benedetto et al. eds.), Balkema, Sept
    • Sugai, M., Tatsuoka, F. and Uchimura, T. (2003): “Effects of ageing and viscosity on the stress-strain behaviour of a cement-mixed soft clay”, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03, (Di Benedetto et al. eds.), Balkema, Sept. 2003, pp.637-643.
    • (2003) Proc. 3Rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 , pp. 637-643
    • Sugai, M.1    Tatsuoka, F.2    Uchimura, T.3
  • 108
    • 27144507771 scopus 로고
    • Measurements of elastic properties of geomaterials in laboratory compression tests
    • Tatsuoka, F., Sato, T., Park, C.S., Kim, Y.S., Mukabi, J.N. and Kohata, Y. (1994): “Measurements of elastic properties of geomaterials in laboratory compression tests”, GTJ, 17-1, 80-94.
    • (1994) GTJ , vol.17-1 , pp. 80-94
    • Tatsuoka, F.1    Sato, T.2    Park, C.S.3    Kim, Y.S.4    Mukabi, J.N.5    Kohata, Y.6
  • 113
    • 84856845390 scopus 로고    scopus 로고
    • On the three-component models to describe the viscous effects on the stress-strain behaviour of geomaterials
    • the JGS, Tokushima (in Japanese)
    • Tatsuoka, F., Nishi, T. and Kuwano, R. (2001b): “On the three-component models to describe the viscous effects on the stress-strain behaviour of geomaterials,” Proc. Geotechnical Engineering, the JGS, Tokushima (in Japanese).
    • (2001) Proc. Geotechnical Engineering
    • Tatsuoka, F.1    Nishi, T.2    Kuwano, R.3
  • 114
    • 0012572736 scopus 로고    scopus 로고
    • Time-dependent shear deformation characteristics of geomaterials and their simulation
    • Tatsuoka, F., Ishihara, M., Di Benedetto, H. and Kuwano, R. (2002): “Time-dependent shear deformation characteristics of geomaterials and their simulation”, Soils and Foundations, 42-2, pp. 103-129.
    • (2002) Soils and Foundations , vol.42-2 , pp. 103-129
    • Tatsuoka, F.1    Ishihara, M.2    Di Benedetto, H.3    Kuwano, R.4
  • 115
  • 116
    • 35448994662 scopus 로고    scopus 로고
    • Effects of viscous properties and ageing on the stress-strain behaviour of geomaterials
    • Yamamuro & Koseki eds.), ASCE Geotechnical SPT (to appear)
    • Tatsuoka, F. (2004): “Effects of viscous properties and ageing on the stress-strain behaviour of geomaterials.” Proceedings of the GI-JGS workshop (Yamamuro & Koseki eds.), ASCE Geotechnical SPT (to appear).
    • (2004) Proceedings of the GI-JGS Workshop
    • Tatsuoka, F.1
  • 120
    • 0033508294 scopus 로고    scopus 로고
    • A soft soil model that accounts for creep
    • Brinkgreve eds.), Balkema
    • Vermeer, P.A. and Neher, H.P. (1999): “A soft soil model that accounts for creep”, Beyond 2000 in Computational Geotechnics (Brinkgreve eds.), Balkema, pp. 249-261.
    • (1999) Beyond 2000 in Computational Geotechnics , pp. 249-261
    • Vermeer, P.A.1    Neher, H.P.2
  • 122
    • 0028195340 scopus 로고
    • Equivalent times and one-dimensional elastic viscoplastic modeling of timedependent stress-strain behaviour of clays
    • Yin, J.-H. and Graham, J. (1994): “Equivalent times and one-dimensional elastic viscoplastic modeling of timedependent stress-strain behaviour of clays”, Canadian Geotechnical Journal, Vol.31, pp. 42-52.
    • (1994) Canadian Geotechnical Journal , vol.31 , pp. 42-52
    • Yin, J.-H.1    Graham, J.2


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