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Volumn 2, Issue , 2008, Pages 883-890

Modelling the volumetric deformation of naturally structured clays during subyielding

Author keywords

Constitutive equations; Plasticity; Subyielding; Virgin yielding; Volumetric hardening

Indexed keywords

COMPRESSION AND SHEAR; GEOMATERIALS; MATHEMATICAL FORMULAS; MECHANICAL BEHAVIOUR; SOIL PARAMETERS; STATE PARAMETERS; STRUCTURED CAM CLAY MODELS; STRUCTURED CLAY; STRUCTURED SOIL; SUBYIELDING; VIRGIN YIELDING; VOLUMETRIC DEFORMATION;

EID: 84869853480     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (19)
  • 1
    • 0024920802 scopus 로고
    • Ninth laurits bjerrum memorial lecture: "Small is beautiful"- The stiffness of soils at small strains
    • Burland J.B. 1989. Ninth Laurits Bjerrum Memorial Lecture: "Small is beautiful"- the stiffness of soils at small strains, Can. Geotech. J. 26, 499-516.
    • (1989) Can. Geotech. J , vol.26 , pp. 499-516
    • Burland, J.B.1
  • 2
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural soils
    • Burland, J. B. 1990. On the compressibility and shear strength of natural soils, Geotechnique, 40(3), 329-378.
    • (1990) Geotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 5
    • 0027007905 scopus 로고
    • Progressive destruction of Bothkennar clay, implications from sampling and reconsolidation procedures
    • Clayton, C. R., Hight, D. W., and Hopper, R. J. 1992. Progressive destruction of Bothkennar clay, implications from sampling and reconsolidation procedures, Geotechnique, 42(2), 219-239.
    • (1992) Geotechnique , vol.42 , Issue.2 , pp. 219-239
    • Clayton, C.R.1    Hight, D.W.2    Hopper, R.J.3
  • 6
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behaviour of clays
    • Cotecchia, F., and Chandler, R. J. 2000. A general framework for the mechanical behaviour of clays, Geotechnique, 50(4), 431-447.
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.J.2
  • 7
    • 0016429001 scopus 로고
    • A model of nonlinearly hardening materials or complex loadings
    • Dafalias Y. F. and Popov E. P. 1975. A model of nonlinearly hardening materials or complex loadings, Acta Mechanica, 21, 173-192.
    • (1975) Acta Mechanica , vol.21 , pp. 173-192
    • Dafalias, Y.F.1    Popov, E.P.2
  • 9
    • 0022267652 scopus 로고
    • Comparison of natural and remoulded plastic clay
    • Graham, J., and Li, E. C. C. 1985. Comparison of natural and remoulded plastic clay, J. Geotech. Eng., 111(7), 865-881.
    • (1985) J. Geotech. Eng. , vol.111 , Issue.7 , pp. 865-881
    • Graham, J.1    Li, E.C.C.2
  • 10
    • 0000739252 scopus 로고
    • General report: Prediction, performance and design
    • Shibuya, Mitachi and Miura (eds.), Balkema
    • Gens, A. 1995. General report: Prediction, performance and design, Pre-Failure Deformation of Geomaterials, Shibuya, Mitachi and Miura (eds.), Balkema, 2, 1233-1247.
    • (1995) Pre-Failure Deformation of Geomaterials , vol.2 , pp. 1233-1247
    • Gens, A.1
  • 11
    • 0019022440 scopus 로고
    • Constitutive equations of elastoplastic materials with elastic-plastic translation
    • Hashiguchi K. 1980, Constitutive equations of elastoplastic materials with elastic-plastic translation, J. of Applied Mechanics, ASME, 47, 266-272.
    • (1980) J. of Applied Mechanics, ASME , vol.47 , pp. 266-272
    • Hashiguchi, K.1
  • 12
    • 0021498876 scopus 로고
    • The measurement of soil stiffness in the triaxial apparatus
    • Jardine, R.J., Symes M.J. and Burland J.B. 1984. The measurement of soil stiffness in the triaxial apparatus, Geotechnique, 34(3), 323-340.
    • (1984) Geotechnique , vol.34 , Issue.3 , pp. 323-340
    • Jardine, R.J.1    Symes, M.J.2    Burland, J.B.3
  • 13
    • 0033081592 scopus 로고    scopus 로고
    • Virgin compression of structured soils
    • Liu, M. D., and Carter, J. P. 1999. Virgin compression of structured soils, Geotechnique, 49(1), 43-57.
    • (1999) Geotechnique , vol.49 , Issue.1 , pp. 43-57
    • Liu, M.D.1    Carter, J.P.2
  • 15
    • 0034253835 scopus 로고    scopus 로고
    • Modeling the destructuring of soils during virgin compression
    • Liu, M. D., and Carter, J. P. 2000b. Modeling the destructuring of soils during virgin compression, Geotechnique, 50(4), 479-483.
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 479-483
    • Liu, M.D.1    Carter, J.P.2
  • 16
    • 0036027011 scopus 로고    scopus 로고
    • A structured Cam Clay model
    • Liu, M. D., and Carter, J. P. 2002. A structured Cam Clay model, Can. Geotech. J. 39, 1313-1332.
    • (2002) Can. Geotech. J , vol.39 , pp. 1313-1332
    • Liu, M.D.1    Carter, J.P.2
  • 18
    • 0002724115 scopus 로고
    • On the generalised stress-strain behaviour of 'wet clay
    • Heyman and Leckie, eds.
    • Roscoe, K. H., and Burland, J. B. 1968. On the generalised stress-strain behaviour of 'wet clay', Engineering plasticity, Heyman and Leckie, eds., 535-609.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.