메뉴 건너뛰기




Volumn 43, Issue 6, 2003, Pages 33-50

Effects of viscous properties on the shear yielding characteristics of sand

Author keywords

Constitutive modelling; Deformation; Sand; Triaxial compression; Viscous properties; Yield locus; Yield stress (IGC: D6 D7)

Indexed keywords

COMPRESSIBILITY; SOILS; STRAIN RATE; VISCOSITY; VOLUMETRIC ANALYSIS; YIELD STRESS;

EID: 17044424376     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.6_33     Document Type: Article
Times cited : (22)

References (32)
  • 1
    • 0012521218 scopus 로고    scopus 로고
    • Time-dependent deformation characteristics of sand and their constitutive modeling
    • Di Benedetto, H., Tatsuoka, F. and Ishihara, M. (2002): Time-dependent deformation characteristics of sand and their constitutive modeling, Soils and Foundations, 42 (2), 1-22.
    • (2002) Soils and Foundations , vol.42 , Issue.2 , pp. 1-22
    • Di Benedetto, H.1    Tatsuoka, F.2    Ishihara, M.3
  • 2
    • 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, 38 (I), 163-179.
    • (1998) Soils and Foundations , vol.38 , Issue.1 , pp. 163-179
    • Hoque, E.1    Tatsuoka, F.2
  • 4
    • 0018157595 scopus 로고
    • Effects of stress history on cyclic behavior of sand
    • Ishihara, K. and Okada, S. (1978): Effects of stress history on cyclic behavior of sand, Soils and Foundations, 18 (4), 31-45.
    • (1978) Soils and Foundations , vol.18 , Issue.4 , pp. 31-45
    • Ishihara, K.1    Okada, S.2
  • 5
    • 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 (5), 1061-1074.
    • (2002) Can. Geotech. J. , vol.39 , Issue.5 , pp. 1061-1074
    • Kuwano, R.1    Jardine, R.J.2
  • 6
    • 0016900092 scopus 로고
    • Stress-path dependent behavior of cohesionless soil
    • Lade, P. V. (1976): Stress-path dependent behavior of cohesionless soil, J. of the Geotech. Engrg. Div., ASCE, 102 (GT1), 51-68.
    • (1976) J. of the Geotech. Engrg. Div., ASCE , vol.102 , Issue.GT1 , pp. 51-68
    • Lade, P.V.1
  • 7
    • 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. of Engrg. Mechanics, ASCE 124 (8), 912-920.
    • (1998) J. of Engrg. Mechanics, ASCE , vol.124 , Issue.8 , pp. 912-920
    • Lade, P.V.1    Liu, C.T.2
  • 8
    • 4444233114 scopus 로고    scopus 로고
    • Modeling creep behaviour of granular materials
    • (eds. by Desai et al.), Balkema
    • Lade, P. V. and Liu, C. T. (2001): Modeling creep behaviour of granular materials, Computer Methods and Advances in Geomechanics (eds. by Desai et al.), Balkema, 277-284.
    • (2001) Computer Methods and Advances in Geomechanics , pp. 277-284
    • Lade, P.V.1    Liu, C.T.2
  • 11
    • 0012315581 scopus 로고
    • Elasto-plastic double hardening model MONOT
    • Report No. Co. 218595
    • Molenkamp, F. (1980): Elasto-plastic double hardening model MONOT, Delft Soil Mechanics Laboratory, Report No. Co. 218595.
    • (1980) Delft Soil Mechanics Laboratory
    • Molenkamp, F.1
  • 15
    • 3042615656 scopus 로고    scopus 로고
    • Effects of stress path on the flow rule of sand in triaxial compression
    • (eds. by Tatsuoka et al.), Balkema
    • Nawir, H., Kuwano, R. and Tatsuoka, F. (2001): Effects of stress path on the flow rule of sand in triaxial compression, Advanced Laboratory Stress-Strain Testing of Geomaterials (eds. by Tatsuoka et al.), Balkema, 287-294.
    • (2001) Advanced Laboratory Stress-strain Testing of Geomaterials , pp. 287-294
    • Nawir, H.1    Kuwano, R.2    Tatsuoka, F.3
  • 16
    • 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, 43(6), 13-31.
    • (2003) Soils and Foundations , vol.43 , Issue.6 , pp. 13-31
    • Nawir, H.1    Tatsuoka, F.2    Kuwano, R.3
  • 17
    • 24744471291 scopus 로고    scopus 로고
    • Viscous effects on the shear yielding characteristics of and its modelling
    • IS-Lyon 03 (eds. by Di Benedetto et al.)
    • Nawir, H, Tatsuoka, F. and Kuwano, R. (2003b): Viscous effects on the shear yielding characteristics of and its modelling, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS-Lyon 03 (eds. by Di Benedetto et al.), 1127-1134.
    • (2003) Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials , pp. 1127-1134
    • Nawir, H.1    Tatsuoka, F.2    Kuwano, R.3
  • 18
    • 0001146954 scopus 로고
    • Yielding and flow of sand in triaxial compression: Parts II and III
    • Poorooshasb, H. B., Holubec, I. and Sherbourne, A. N. (1967): Yielding and flow of sand in triaxial compression: Parts II and III, Can. Geotech. J., IV (4), 376-397.
    • (1967) Can. Geotech. J. , vol.4 , Issue.4 , pp. 376-397
    • Poorooshasb, H.B.1    Holubec, I.2    Sherbourne, A.N.3
  • 20
    • 0033495235 scopus 로고    scopus 로고
    • The hardening soil model: Formulation and verification
    • (ed. by Brinkgreve), Balkema
    • Schanz, T., Vermeer, P. A. and Bonnier, P. G. (1999): The hardening soil model: formulation and verification, Beyond 2000 in Computational Geotechnics (ed. by Brinkgreve), Balkema, 281-296.
    • (1999) Beyond 2000 in Computational Geotechnics , pp. 281-296
    • Schanz, T.1    Vermeer, P.A.2    Bonnier, P.G.3
  • 24
    • 0019055433 scopus 로고
    • Stress-strain behaviour of an idealized anisotropic granular material
    • Tatsuoka, F. (1980): Stress-strain behaviour of an idealized anisotropic granular material, Soils and Foundations, 20 (3), 75-90.
    • (1980) Soils and Foundations , vol.20 , Issue.3 , pp. 75-90
    • Tatsuoka, F.1
  • 25
    • 0001883237 scopus 로고
    • Yielding of sand in triaxial compression
    • Tatsuoka, F. and Ishihara, K. (1974): Yielding of sand in triaxial compression, Soils and Foundations, 14 (2), 51-65.
    • (1974) Soils and Foundations , vol.14 , Issue.2 , pp. 51-65
    • Tatsuoka, F.1    Ishihara, K.2
  • 26
    • 0012572736 scopus 로고    scopus 로고
    • Time-dependent deformation characteristics of geomaterials and their simulation
    • Tatsuoka, F., Ishihara, M., Di Benedetto, H. and Kuwano, R. (2002): Time-dependent deformation characteristics of geomaterials and their simulation, Soils and Foundations, 42 (2), 103-129.
    • (2002) Soils and Foundations , vol.42 , Issue.2 , pp. 103-129
    • Tatsuoka, F.1    Ishihara, M.2    Di Benedetto, H.3    Kuwano, R.4
  • 30
    • 0018060946 scopus 로고
    • A double hardening model for sand
    • Vermeer, P. A. (1978): A double hardening model for sand, Géotechnique, 28 (4), 413-433.
    • (1978) Géotechnique , vol.28 , Issue.4 , pp. 413-433
    • Vermeer, P.A.1
  • 31
    • 0033508294 scopus 로고    scopus 로고
    • A soft soil model that accounts for creep
    • (ed. by Brinkgreve), Balkema
    • Vermeer, P. A. and Neher, H. P. (1999): A soft soil model that accounts for creep, Beyond 2000 in Computational Geotechnics (ed. by Brinkgreve), Balkema, 249-261.
    • (1999) Beyond 2000 in Computational Geotechnics , pp. 249-261
    • Vermeer, P.A.1    Neher, H.P.2
  • 32
    • 0000119996 scopus 로고
    • Effects of strain rate on instability of granular soils
    • Yamamuro, J. A. and Lade, P. V. (1993): Effects of strain rate on instability of granular soils, Geotechnical Testing Journal, 16 (3), 304-313.
    • (1993) Geotechnical Testing Journal , vol.16 , Issue.3 , pp. 304-313
    • Yamamuro, J.A.1    Lade, P.V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.