메뉴 건너뛰기




Volumn 125, Issue 9, 1999, Pages 741-749

Stress-induced anisotropic G(max) of sands and its measurement

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; ELASTIC MODULI; SOIL MECHANICS; SOILS; STRESSES;

EID: 0033198886     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:9(741)     Document Type: Article
Times cited : (74)

References (26)
  • 3
    • 0001465340 scopus 로고
    • Stress-strain relations for a simple model of a granular medium
    • Deresiewicz, H. (1958). "Stress-strain relations for a simple model of a granular medium." J. Appl. Mech., 25, 402-406.
    • (1958) J. Appl. Mech. , vol.25 , pp. 402-406
    • Deresiewicz, H.1
  • 4
    • 0037977351 scopus 로고
    • Modulus and damping of the soils by the resonant column method
    • ASTM, West Conshohocken, Pa.
    • Drnevich, V. P., Hardin, B. O., and Snippy, D. J. (1977). "Modulus and damping of the soils by the resonant column method." Dynamic geotechnical testing, ASTM STP 654, ASTM, West Conshohocken, Pa., 91-125.
    • (1977) Dynamic Geotechnical Testing, ASTM STP , vol.654 , pp. 91-125
    • Drnevich, V.P.1    Hardin, B.O.2    Snippy, D.J.3
  • 6
    • 78149467381 scopus 로고
    • A differential stress-strain relation for the hexagonal closed-packed array of elastic spheres
    • Duffy, J. (1959). "A differential stress-strain relation for the hexagonal closed-packed array of elastic spheres." J. Appl. Mech., 26, 88-94.
    • (1959) J. Appl. Mech. , vol.26 , pp. 88-94
    • Duffy, J.1
  • 7
    • 84986809104 scopus 로고
    • Stress strain relations for a granular medium
    • Duffy, J., and Mindlin, R. D. (1957). "Stress strain relations for a granular medium." J. Appl. Mech., 24, 585-593.
    • (1957) J. Appl. Mech. , vol.24 , pp. 585-593
    • Duffy, J.1    Mindlin, R.D.2
  • 10
    • 0344340527 scopus 로고
    • Discussion of anisotropic shear modulus due to stress anisotropy
    • Hardin, B. O. (1980). "Discussion of anisotropic shear modulus due to stress anisotropy." J. Geotech. Engrg. Div., ASCE, 106(8), 956-958.
    • (1980) J. Geotech. Engrg. Div., ASCE , vol.106 , Issue.8 , pp. 956-958
    • Hardin, B.O.1
  • 11
    • 0000794866 scopus 로고
    • Vibration modulus of normally consolidated clay
    • Hardin, B. O., and Black, W. L. (1968). "Vibration modulus of normally consolidated clay." J. Soil Mech. and Found. Div., ASCE. 94(2), 353-379.
    • (1968) J. Soil Mech. and Found. Div., ASCE , vol.94 , Issue.2 , pp. 353-379
    • Hardin, B.O.1    Black, W.L.2
  • 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
    • 0000625857 scopus 로고
    • Shear modulus and damping in soils: Design equation and curves
    • Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: Design equation and curves." J. Soil Mech. and Found. Div., ASCE, 98(7), 667-692.
    • (1972) J. Soil Mech. and Found. Div., ASCE , vol.98 , Issue.7 , pp. 667-692
    • Hardin, B.O.1    Drnevich, V.P.2
  • 16
    • 0017534432 scopus 로고
    • Effects of grain size and grading on dynamic shear moduli of sands
    • Iwasaki, T., and Tatsuoka, F. (1977). "Effects of grain size and grading on dynamic shear moduli of sands." Soils and Found., Tokyo, 17(3), 19-35.
    • (1977) Soils and Found., Tokyo , vol.17 , Issue.3 , pp. 19-35
    • Iwasaki, T.1    Tatsuoka, F.2
  • 18
    • 0002339230 scopus 로고    scopus 로고
    • The measurement of stiffness of clays with bender element tests in the triaxial apparatus
    • Jovicic, V., and Coop, M. R. (1998). "The measurement of stiffness of clays with bender element tests in the triaxial apparatus." Geotech. Testing J., 21(1), 3-10.
    • (1998) Geotech. Testing J. , vol.21 , Issue.1 , pp. 3-10
    • Jovicic, V.1    Coop, M.R.2
  • 22
    • 0018663224 scopus 로고
    • Anisotropic shear modulus due to stress anisotropy
    • Roesler, S. K. (1979). "Anisotropic shear modulus due to stress anisotropy." J. Geotech. Engrg. Div., ASCE, 105(7), 871-880.
    • (1979) J. Geotech. Engrg. Div., ASCE , vol.105 , Issue.7 , pp. 871-880
    • Roesler, S.K.1
  • 24
    • 0028974917 scopus 로고
    • Interpretation of bender element tests
    • Viggiani, G., and Atkinson, J. H. (1995). "Interpretation of bender element tests." Géotechnique, London, 45(1), 149-154.
    • (1995) Géotechnique, London , vol.45 , Issue.1 , pp. 149-154
    • Viggiani, G.1    Atkinson, J.H.2
  • 26
    • 0031638594 scopus 로고    scopus 로고
    • max of sand under anisotropic loading condition using bender elements
    • ASCE, New York
    • max of sand under anisotropic loading condition using bender elements." Geotech. Spec. Publ. No. 75, ASCE, New York, 189-200.
    • (1998) Geotech. Spec. Publ. , vol.75 , pp. 189-200
    • Zeng, X.1    Ni, B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.