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Volumn 45, Issue 5, 2005, Pages 19-38

Quasi-elastic deformation properties of Toyoura sand in cyclic triaxial and torsional loadings

Author keywords

Anisotropy; Elasticity; Poisson's ratio; Sand; Shear modulus; Young's modulus

Indexed keywords

ANISOTROPY; ELASTIC DEFORMATION; ELASTIC MODULI; ELASTICITY; POISSON RATIO; SHEAR FLOW; SHEAR STRAIN;

EID: 33846886839     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.45.5_19     Document Type: Article
Times cited : (37)

References (34)
  • 1
    • 33746775872 scopus 로고
    • Inherent anisotropy in a sand
    • Arthur, J. R. F. and Menzies, B. K. (1972): Inherent anisotropy in a sand, Geotechnique, 22(1), 115-128.
    • (1972) Geotechnique , vol.22 , Issue.1 , pp. 115-128
    • Arthur, J.R.F.1    Menzies, B.K.2
  • 2
    • 0017466162 scopus 로고
    • Induced anisotropy in a sand
    • Arthur, J. R. F., Chua, K. S. and Dunstan, T. (1977): Induced anisotropy in a sand, Geotechnique, 27(1), 13-30.
    • (1977) Geotechnique , vol.27 , Issue.1 , pp. 13-30
    • Arthur, J.R.F.1    Chua, K.S.2    Dunstan, T.3
  • 3
    • 0029667953 scopus 로고    scopus 로고
    • Bellotti, R., Jamiolkowski, M., Lo Presti, D. C. F. andO' Neill, D. A. (1996): Anisotropy of small strain stiffness in Ticino sand, Geotechnique, 46(1), 115-131.
    • Bellotti, R., Jamiolkowski, M., Lo Presti, D. C. F. andO' Neill, D. A. (1996): Anisotropy of small strain stiffness in Ticino sand, Geotechnique, 46(1), 115-131.
  • 4
    • 0024920802 scopus 로고
    • Small is beautiful-the stiffness of soil at small strains, 9th Laurits Bjerrum Memorial Lecture
    • Burland, J. B. (1989): Small is beautiful-the stiffness of soil at small strains, 9th Laurits Bjerrum Memorial Lecture, Can. Geotech. J., 26, 499-516.
    • (1989) Can. Geotech. J , vol.26 , pp. 499-516
    • Burland, J.B.1
  • 5
    • 0001844376 scopus 로고
    • A simple axial displacement gauge for use in the triaxial apparatus
    • Burland, J. B. and Symes, M. J. (1982): A simple axial displacement gauge for use in the triaxial apparatus, Geotechnique, 32(1), 62-65.
    • (1982) Geotechnique , vol.32 , Issue.1 , pp. 62-65
    • Burland, J.B.1    Symes, M.J.2
  • 6
    • 0742307424 scopus 로고    scopus 로고
    • Measurement of quasi-elastic stiffness parameters of dense Toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements
    • Chaudhary, S. K., Kuwano, J. and Hayano, Y. (2004): Measurement of quasi-elastic stiffness parameters of dense Toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements, Geotech. Test. J., 27(1), 23-35.
    • (2004) Geotech. Test. J , vol.27 , Issue.1 , pp. 23-35
    • Chaudhary, S.K.1    Kuwano, J.2    Hayano, Y.3
  • 7
    • 0031104997 scopus 로고    scopus 로고
    • The measurement of local axial strain in triaxial tests using LVDT's
    • Cuccovillo, T. and Coop, M. R. (1997): The measurement of local axial strain in triaxial tests using LVDT's, Geotechnique, 47(1), 167-171.
    • (1997) Geotechnique , vol.47 , Issue.1 , pp. 167-171
    • Cuccovillo, T.1    Coop, M.R.2
  • 8
    • 55049123161 scopus 로고    scopus 로고
    • Di Benedetto, H., Geoffroy, H. and Sauzeat, C. (2001): Viscous and non viscous behavior of sand obtained from hollow cylinder tests, Advanced Laboratory Stress-strain Testing of Geomaterials. (eds. byTatsuoka, F., Shibuya, S. and Kuwano, R.), Balkema, 217-226.
    • Di Benedetto, H., Geoffroy, H. and Sauzeat, C. (2001): Viscous and non viscous behavior of sand obtained from hollow cylinder tests, Advanced Laboratory Stress-strain Testing of Geomaterials. (eds. byTatsuoka, F., Shibuya, S. and Kuwano, R.), Balkema, 217-226.
  • 10
    • 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, 31(1), 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
  • 12
    • 0024686438 scopus 로고
    • Elasticity of particulate materials
    • Hardin, B. O. and Blandford, G. E. (1989): Elasticity of particulate materials, J. Geotech. Engrg., ASCE, 115(6), 788-805.
    • (1989) J. Geotech. Engrg., ASCE , vol.115 , Issue.6 , pp. 788-805
    • Hardin, B.O.1    Blandford, G.E.2
  • 13
    • 55049124439 scopus 로고    scopus 로고
    • Hardin, B. O. and Richart Jr., F. E. (1963): Elastic wave velocities in granular soils, J. Soil Mechanics and Foundation Div., ASCE, 89(1), 33-65.
    • Hardin, B. O. and Richart Jr., F. E. (1963): Elastic wave velocities in granular soils, J. Soil Mechanics and Foundation Div., ASCE, 89(1), 33-65.
  • 14
    • 85025000807 scopus 로고
    • Discussion on 'A new device for measuring local axial strains on triaxial specimens'
    • Hird, C. C. and Yung, P. (1987): Discussion on 'A new device for measuring local axial strains on triaxial specimens', Geotechnique, 37(3), 413-417.
    • (1987) Geotechnique , vol.37 , Issue.3 , pp. 413-417
    • Hird, C.C.1    Yung, P.2
  • 15
    • 0024910022 scopus 로고
    • The use of proximity transducers for local strain measurements in triaxial tests
    • ASTM
    • Hird, C. C. and Yung, C. Y. (1989): The use of proximity transducers for local strain measurements in triaxial tests, Geotech. Test. J., ASTM, 12(4), 292-296.
    • (1989) Geotech. Test. J , vol.12 , Issue.4 , pp. 292-296
    • Hird, C.C.1    Yung, C.Y.2
  • 17
    • 55049134467 scopus 로고    scopus 로고
    • Effect of shear stress on quasi-elastic deformation properties of Toyoura sand
    • HongNam, N. and Koseki, J. (2002): Effect of shear stress on quasi-elastic deformation properties of Toyoura sand, Proc. 37th Annual Meeting of JGS, 1, 419-420.
    • (2002) Proc. 37th Annual Meeting of JGS , vol.1 , pp. 419-420
    • HongNam, N.1    Koseki, J.2
  • 18
    • 35448934314 scopus 로고    scopus 로고
    • Development of triangular pin-typed LDTs for hollow cylindrical specimen
    • HongNam, N., Sato, T. and Koseki, J. (2001): Development of triangular pin-typed LDTs for hollow cylindrical specimen, Proc. 36th Annual Meeting of JGS, 441-442.
    • (2001) Proc. 36th Annual Meeting of JGS , pp. 441-442
    • HongNam, N.1    Sato, T.2    Koseki, J.3
  • 19
    • 55049121196 scopus 로고    scopus 로고
    • HongNam, N., Koseki, J. and Sato, T. (2005): Effect of specimen size on quasi-elastic properties of Toyoura sand in hollow cylinder triaxial and torsional shear tests (submitted for possible publication in Geotech. Test. J., ASTM).
    • HongNam, N., Koseki, J. and Sato, T. (2005): Effect of specimen size on quasi-elastic properties of Toyoura sand in hollow cylinder triaxial and torsional shear tests (submitted for possible publication in Geotech. Test. J., ASTM).
  • 21
    • 0030378253 scopus 로고    scopus 로고
    • Measuring anisotropic elastic properties of sand using a large triaxial specimen
    • Hoque, E., Tatsuoka, F. and Sato, T. (1996): Measuring anisotropic elastic properties of sand using a large triaxial specimen, Geotech. Test. J., 19(4), 411-420.
    • (1996) Geotech. Test. J , vol.19 , Issue.4 , pp. 411-420
    • Hoque, E.1    Tatsuoka, F.2    Sato, T.3
  • 22
    • 0021498876 scopus 로고
    • The measurement of soil stiffness in triaxial apparatus
    • Jardine, R. J., Symes, M. J. P. R. and Burland, J. B. (1984): The measurement of soil stiffness in triaxial apparatus, Geotechnique, 34(3), 323-340.
    • (1984) Geotechnique , vol.34 , Issue.3 , pp. 323-340
    • Jardine, R.J.1    Symes, M.J.P.R.2    Burland, J.B.3
  • 23
    • 0008761769 scopus 로고    scopus 로고
    • Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of Toyoura sand
    • Koseki, J., Kawakami, S., Nagayama, H. and Sato, T. (2000): Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of Toyoura sand, Soils and Foundations, 40(3), 101-110.
    • (2000) Soils and Foundations , vol.40 , Issue.3 , pp. 101-110
    • Koseki, J.1    Kawakami, S.2    Nagayama, H.3    Sato, T.4
  • 24
    • 0036926810 scopus 로고    scopus 로고
    • On the applicability of crossanisotropic elasticity to granular materials at very small strains
    • Kuwano, R. and Jardine, R. J. (2002): On the applicability of crossanisotropic elasticity to granular materials at very small strains, Geotechnique, 52(10), 727-749.
    • (2002) Geotechnique , vol.52 , Issue.10 , pp. 727-749
    • Kuwano, R.1    Jardine, R.J.2
  • 25
    • 0034016947 scopus 로고    scopus 로고
    • Anisotropic stiffness parameters and their measurement in stiff natural clay
    • Lings, M. L., Pennington, D. S. and Nash, D. F. T. (2000): Anisotropic stiffness parameters and their measurement in stiff natural clay, Geotechnique, 50(2), 109-125.
    • (2000) Geotechnique , vol.50 , Issue.2 , pp. 109-125
    • Lings, M.L.1    Pennington, D.S.2    Nash, D.F.T.3
  • 27
    • 84996360032 scopus 로고
    • Initial fabrics and their relations to mechanical properties of granular materials
    • Oda, M. (1972a): Initial fabrics and their relations to mechanical properties of granular materials, Soils and Foundations, 12(1), 17-36.
    • (1972) Soils and Foundations , vol.12 , Issue.1 , pp. 17-36
    • Oda, M.1
  • 28
    • 0002632693 scopus 로고
    • The mechanism of fabric changes during compressional deformation of sand
    • Oda, M. (1972b): The mechanism of fabric changes during compressional deformation of sand, Soils and Foundations, 12(2), 1-18.
    • (1972) Soils and Foundations , vol.12 , Issue.2 , pp. 1-18
    • Oda, M.1
  • 29
    • 0018663224 scopus 로고    scopus 로고
    • Roesler, S, K. (1979): Anisotropic shear modulus due to stress anisotropy, J. Geotech. Engrg., ASCE, 105(7), 871-880.
    • Roesler, S, K. (1979): Anisotropic shear modulus due to stress anisotropy, J. Geotech. Engrg., ASCE, 105(7), 871-880.
  • 30
    • 55049123477 scopus 로고    scopus 로고
    • Tatsuoka, F. and Kohata, Y. (1995): Stiffness of hard soils and soft rocks in engineering applications, Prefailure Deformation of Geomaterials, (eds. by Shibuya, Mitachi and Miura), Balkema, 2, 947-1063.
    • Tatsuoka, F. and Kohata, Y. (1995): Stiffness of hard soils and soft rocks in engineering applications, Prefailure Deformation of Geomaterials, (eds. by Shibuya, Mitachi and Miura), Balkema, 2, 947-1063.
  • 31
    • 0001642334 scopus 로고
    • Deformation characteristics of soils and rocks from field and laboratory tests, Keynote Lecture (session No, 1)
    • Bangkok
    • Tatsuoka, F. and Shibuya, S. (1992): Deformation characteristics of soils and rocks from field and laboratory tests, Keynote Lecture (session No, 1), Proc. 9th Asian Regional Conference on SMFE, Bangkok, 2, 101-170.
    • (1992) Proc. 9th Asian Regional Conference on SMFE , vol.2 , pp. 101-170
    • Tatsuoka, F.1    Shibuya, S.2
  • 32
    • 0012252268 scopus 로고    scopus 로고
    • Non-linear resilient behavior of unbound granular materials predicted by the cross-anisotropic hypo-quasi-elasticity model
    • ed. by Gomes Correia, A, Balkema
    • Tatsuoka, F., Ishihara, M., Uchimura, T. and Gomes Correia, A. (1999): Non-linear resilient behavior of unbound granular materials predicted by the cross-anisotropic hypo-quasi-elasticity model, Unbound Granular Materials, (ed. by Gomes Correia, A.), Balkema, 197-204.
    • (1999) Unbound Granular Materials , pp. 197-204
    • Tatsuoka, F.1    Ishihara, M.2    Uchimura, T.3    Gomes Correia, A.4
  • 33
    • 0022227198 scopus 로고
    • Induced and inherent anisotropy in sand
    • Wong, R. K. S. and Arthur, J. R. F. (1985): Induced and inherent anisotropy in sand, Geotechnique, 35(4), 471-481.
    • (1985) Geotechnique , vol.35 , Issue.4 , pp. 471-481
    • Wong, R.K.S.1    Arthur, J.R.F.2
  • 34
    • 0021644532 scopus 로고
    • Stress ratio effects on shear modulus of dry sands
    • Yu, P. and Richart Jr., F. E. (1984): Stress ratio effects on shear modulus of dry sands, J. Geotech. Engrg., ASCE, 110(3), 331-345.
    • (1984) J. Geotech. Engrg., ASCE , vol.110 , Issue.3 , pp. 331-345
    • Yu, P.1    Richart Jr., F.E.2


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