메뉴 건너뛰기




Volumn 41, Issue 5, 2001, Pages 87-102

Gmax of fine-grained soils at wide void ratio range, focusing on time-dependent behavior

Author keywords

Aging; Clays; Creep; Metastability index; Shear modulus; Small strain; Soil structure (IGC: D6)

Indexed keywords


EID: 24044473807     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.5_87     Document Type: Article
Times cited : (7)

References (23)
  • 1
    • 0002184745 scopus 로고
    • Stress-history effects on shear modulus of soils
    • Affifi, S. E. A. and Richart, F. E. (1973): Stress-history effects on shear modulus of soils, Soils and Foundations, 13 (1), 77-95.
    • (1973) Soils and Foundations , vol.13 , Issue.1 , pp. 77-95
    • Affifi, S.E.A.1    Richart, F.E.2
  • 2
    • 0018153948 scopus 로고
    • Shear modulus: A time-dependent material property
    • ASTM, STP
    • Anderson, D. G. and Stokoe, K. H. (1978): Shear modulus: A time-dependent material property, Dynamic Geotechnical Testing, ASTM, STP, 654, 69-90.
    • (1978) Dynamic Geotechnical Testing , vol.654 , pp. 69-90
    • Anderson, D.G.1    Stokoe, K.H.2
  • 3
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J. B. (1990): On the compressibility and shear strength of natural clays, Géotechnique, 40 (3), 329-378.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 5
    • 0019539389 scopus 로고
    • Experimental studies on sedimentation mechanism and sediment formation of clay materials
    • Imai, G. (1981): Experimental studies on sedimentation mechanism and sediment formation of clay materials, Soils and Foundations, 21 (1), 7-20.
    • (1981) Soils and Foundations , vol.21 , Issue.1 , pp. 7-20
    • Imai, G.1
  • 8
    • 0023419213 scopus 로고
    • The variation in undrained shear characteristics during consolidation process
    • Kamei, T., Ogawa, S. and Tanaka, N. (1987): The variation in undrained shear characteristics during consolidation process, Soils and Foundations, 27 (3), 91-98.
    • (1987) Soils and Foundations , vol.27 , Issue.3 , pp. 91-98
    • Kamei, T.1    Ogawa, S.2    Tanaka, N.3
  • 9
    • 0028446457 scopus 로고
    • A new in-laboratory method to make homogenous clayey samples and their mechanical properties
    • Katagiri, M. and Imai, G. (1994): A new in-laboratory method to make homogenous clayey samples and their mechanical properties, Soils and Foundations, 34 (2), 87-93.
    • (1994) Soils and Foundations , vol.34 , Issue.2 , pp. 87-93
    • Katagiri, M.1    Imai, G.2
  • 10
    • 0020270479 scopus 로고
    • Dynamic properties of soft clay for wide strain range
    • Kokusho, T., Yoshida, Y. and Esashi, Y. (1982): Dynamic properties of soft clay for wide strain range, Soils and Foundations, 22 (4), 1-18.
    • (1982) Soils and Foundations , vol.22 , Issue.4 , pp. 1-18
    • Kokusho, T.1    Yoshida, Y.2    Esashi, Y.3
  • 11
    • 0001284247 scopus 로고
    • In-situ dynamic properties and their evaluations
    • Kyoto
    • Kokusho, T. (1987): In-situ dynamic properties and their evaluations, Proc. of the 8th ARC on SMFE, Kyoto, 2, 215-240.
    • (1987) Proc. of the 8th ARC on SMFE , vol.2 , pp. 215-240
    • Kokusho, T.1
  • 18
    • 0031208506 scopus 로고    scopus 로고
    • Elastic shear modulus of soft clays from shear wave velocity measurement
    • Shibuya, S., Hwang, S. C. and Mitachi, T. (1997): Elastic shear modulus of soft clays from shear wave velocity measurement, Géotechnique, 47 (3), 593-601.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 593-601
    • Shibuya, S.1    Hwang, S.C.2    Mitachi, T.3
  • 21
    • 0344216033 scopus 로고
    • A unified concept of e-log p relationship of clays
    • India
    • Tsuchida, T. (1994): A unified concept of e-log p relationship of clays, Proc. of the 13th ICSMFE, India, 71-74.
    • (1994) Proc. of the 13th ICSMFE , pp. 71-74
    • Tsuchida, T.1
  • 22
    • 0029416459 scopus 로고
    • Stiffness of fine-grained soil at very small strains
    • Viggiani, G. and Atkinson, J. H. (1995a): Stiffness of fine-grained soil at very small strains, Géotechnique, 45 (2), 249-265.
    • (1995) Géotechnique , vol.45 , Issue.2 , pp. 249-265
    • Viggiani, G.1    Atkinson, J.H.2
  • 23
    • 0028974917 scopus 로고
    • Interpretation of bender element tests
    • Viggiani, G. and Atkinson, J. H. (1995b): Interpretation of bender element tests, Géotechnique, 45 (1), 149-154.
    • (1995) Géotechnique , vol.45 , Issue.1 , pp. 149-154
    • Viggiani, G.1    Atkinson, J.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.