메뉴 건너뛰기




Volumn 47, Issue 3, 1997, Pages 603-617

Shear modulus and damping of soils

Author keywords

Clays; Dynamics; Laboratory tests; Sands; Stiffness

Indexed keywords

CLAY; DAMPING; LOAD TESTING; MECHANICAL VARIABLES MEASUREMENT; NATURAL FREQUENCIES; SAND; SHEAR STRENGTH; SHEAR STRESS; SOIL TESTING; STIFFNESS; STRAIN; STRAIN RATE;

EID: 0031208575     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.3.603     Document Type: Article
Times cited : (205)

References (32)
  • 1
    • 0016477144 scopus 로고
    • Existence of a unique stress-strain-time ralation of clays
    • Akai, K., Adachi T. & Ando, N. (1975). Existence of a unique stress-strain-time ralation of clays. Soils & Foundations, 15, No. 1, 1-16.
    • (1975) Soils & Foundations , vol.15 , Issue.1 , pp. 1-16
    • Akai, K.1    Adachi, T.2    Ando, N.3
  • 4
    • 0002042027 scopus 로고
    • Shear strength of normally consolidated clays
    • paper No. 1/6
    • Berre, T. & Bjerrum, L. (1972). Shear strength of normally consolidated clays. Proc. ICSMFE, Moscow, paper No. 1/6, pp. 39-49.
    • (1972) Proc. ICSMFE, Moscow , pp. 39-49
    • Berre, T.1    Bjerrum, L.2
  • 5
    • 0024925104 scopus 로고
    • An experimental and theoretical comparison between static and dynamic torsional soil tests
    • Bolton, M. D. & Wilson, J. M. R. (1989). An experimental and theoretical comparison between static and dynamic torsional soil tests. Géotechnique 39, No. 4, 585-599.
    • (1989) Géotechnique , vol.39 , Issue.4 , pp. 585-599
    • Bolton, M.D.1    Wilson, J.M.R.2
  • 9
    • 0012253064 scopus 로고
    • Resonant column testing - Problems and solutions
    • ASTM
    • Drnevich, V. P. (1978). Resonant column testing - problems and solutions Dynamic Geotechnical Testing. ASTM STP 654, ASTM, pp. 384-398.
    • (1978) Dynamic Geotechnical Testing. ASTM STP , vol.654 , pp. 384-398
    • Drnevich, V.P.1
  • 11
    • 0015360542 scopus 로고
    • Shear modulus and damping in soils: Measurement and parameter effects
    • Hardin, B. O. & Drnevich, V. P. (1972a). Shear modulus and damping in soils: measurement and parameter effects. J. Soil Mech. Found. Div. 98, No. SM 6, 603-624.
    • (1972) J. Soil Mech. Found. Div. , vol.98 , Issue.6 SM , pp. 603-624
    • Hardin, B.O.1    Drnevich, V.P.2
  • 12
    • 0000625857 scopus 로고
    • Shear modulus and damping in soils: Disign eqations and curves
    • Hardin, B. O. &Drnevich, V. P. (1972b). Shear modulus and damping in soils: disign eqations and curves. J. Soil Mech. Found. Div. 98, No. SM 7, 667-693.
    • (1972) J. Soil Mech. Found. Div. , vol.98 , Issue.7 SM , pp. 667-693
    • Hardin, B.O.1    Drnevich, V.P.2
  • 13
    • 0020970877 scopus 로고
    • The development of a new hollow cylinder apparatus for soils
    • Hight, D.W., Gens, A. & Symes, M. J. (1983). The development of a new hollow cylinder apparatus for soils. Géotechinique 33, No. 4, 355-383.
    • (1983) Géotechinique , vol.33 , Issue.4 , pp. 355-383
    • Hight, D.W.1    Gens, A.2    Symes, M.J.3
  • 15
    • 0023536896 scopus 로고
    • Instruments under anisotropic for torsional shear/resonant column measurements under anisotropic stresses
    • Isenhower, W. M. Stokoe, K. H. II& Allen, J. C. (1987). Instruments under anisotropic for torsional shear/resonant column measurements under anisotropic stresses. Geptechnical Testing Journal 10, No. 4, 183-191.
    • (1987) Geptechnical Testing Journal , vol.10 , Issue.4 , pp. 183-191
    • Isenhower, W.M.1    Stokoe II, K.H.2    Allen, J.C.3
  • 16
    • 0017946766 scopus 로고
    • Shear moduli of sands under cyclic torsional shear loading
    • Iwasaki, T., Tatsuoka, F. & Takagi, Y. (1978). Shear moduli of sands under cyclic torsional shear loading. Soils & Foundations 18, No. 1, 39-50.
    • (1978) Soils & Foundations , vol.18 , Issue.1 , pp. 39-50
    • Iwasaki, T.1    Tatsuoka, F.2    Takagi, Y.3
  • 17
    • 0019027140 scopus 로고
    • Cyclic triaxial test on dynamic soil propeties for wide strain range
    • Kokusho, T. (1989). Cyclic triaxial test on dynamic soil propeties for wide strain range. Soils & Foundations 20, No. 2, 45-60.
    • (1989) Soils & Foundations , vol.20 , Issue.2 , pp. 45-60
    • Kokusho, T.1
  • 18
    • 0001284247 scopus 로고
    • In-situ dynamic soil propeties and their evaluation
    • Kokusho, T. (1987). In-situ dynamic soil propeties and their evaluation. Proc. 8th Asian Regional Conf. on SMFE, Vol. 2, pp. 215-340.
    • (1987) Proc. 8th Asian Regional Conf. on SMFE , vol.2 , pp. 215-340
    • Kokusho, T.1
  • 19
    • 5344239536 scopus 로고
    • Proprietá dinamiche dei terreni
    • Dept Struct. Eng., Politecnico di Torino (in Italian)
    • Lo Presti, D. C. F. (1989). Proprietá dinamiche dei terreni. XIV Conferenza Geotecnica di Torino, Dept Struct. Eng., Politecnico di Torino (in Italian).
    • (1989) XIV Conferenza Geotecnica di Torino
    • Lo Presti, D.C.F.1
  • 26
    • 0017015702 scopus 로고
    • Dynamic shear modulus for dry sands
    • Sherif, M. A. & Ishibashi, I. (1976). Dynamic shear modulus for dry sands. J. Geotech. Eng. Div. 102, No. GT11, 1171-1184.
    • (1976) J. Geotech. Eng. Div. , vol.102 , Issue.GT11 , pp. 1171-1184
    • Sherif, M.A.1    Ishibashi, I.2
  • 27
    • 0000677698 scopus 로고
    • Effects of various parameters on the stiffness and kamping of soils at small to medium strains. Keynote Lecture 2
    • Stokoe, K. H. II, Hwang, S. K., Lee, J. N. K. & Andrus, R. (1995). Effects of various parameters on the stiffness and kamping of soils at small to medium strains. Keynote Lecture 2, IS Hokkaido 1994 2, 785-816.
    • (1995) IS Hokkaido 1994 , vol.2 , pp. 785-816
    • Stokoe II, K.H.1    Hwang, S.K.2    Lee, J.N.K.3    Andrus, R.4
  • 28
    • 3743110377 scopus 로고
    • Discusion: 'Shear modulus and cyclic undrained behaviour of sands'
    • Alarcon-Guzman et al.
    • Tatsuoka, F., Shibuya, S & Teachavorasinskun, S. (1991). Discusion: 'Shear modulus and cyclic undrained behaviour of sands'. Alarcon-Guzman et al., Soils and Foundations 31, No, 2, 202-209.
    • (1991) Soils and Foundations , vol.31 , Issue.2 , pp. 202-209
    • Tatsuoka, F.1    Shibuya, S.2    Teachavorasinskun, S.3
  • 29
    • 0001642334 scopus 로고
    • Deformation characreristics of soil and rocks from filed and laboratary tests. Keynote Lecture
    • 1991
    • Tatsuoka, F. & Shibuya, S. (1992). Deformation characreristics of soil and rocks from filed and laboratary tests. Keynote Lecture, Proc. IX Asian Conference on SMFE, Bangkok, 1991 2, 101-190.
    • (1992) Proc. IX Asian Conference on SMFE, Bangkok , vol.2 , pp. 101-190
    • Tatsuoka, F.1    Shibuya, S.2
  • 30
    • 0001130583 scopus 로고
    • Stiffness of hard soils and soft rocks in enginering applications. Keynote Lecture 8
    • Tatsuoka, F. & Kohata, Y. (1995). Stiffness of hard soils and soft rocks in enginering applications. Keynote Lecture 8, IS Hokkaido 1994 2, 947-1066.
    • (1995) IS Hokkaido 1994 , vol.2 , pp. 947-1066
    • Tatsuoka, F.1    Kohata, Y.2
  • 32
    • 0000509519 scopus 로고
    • Standardization of laboratory test methods of dertermine the cyclic deformation properties of geomaterials in Japan. Keynote Lecture 1
    • Toki, S., Shibuya, S. & Yamashita, S. (1995). Standardization of laboratory test methods of dertermine the cyclic deformation properties of geomaterials in Japan. Keynote Lecture 1, IS Hokkaido 1994 2, 741-784.
    • (1995) IS Hokkaido 1994 , vol.2 , pp. 741-784
    • Toki, S.1    Shibuya, S.2    Yamashita, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.