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Volumn 51, Issue 6, 2001, Pages 555-565

Drained and undrained anisotropic elastic stiffness parameters

Author keywords

Anisotropy; Elasticity; Stiffness

Indexed keywords

ANISOTROPY; ELASTIC MODULI; ELASTICITY; STIFFNESS; STRAIN;

EID: 0035436198     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.6.555     Document Type: Article
Times cited : (40)

References (27)
  • 1
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    • Atkinson, J.H.1
  • 12
    • 0002472322 scopus 로고
    • The relevance of laboratory-measured parameters in field studies
    • (ed. R. H. G. Parry) Proc. Roscoe Memorial Symposium Cambridge Henley-on-Thames: G. T. Foulis
    • (1971) Stress-Strain Behaviour of Soils , pp. 669-675
    • Henkel, D.J.1
  • 13
    • 0016622506 scopus 로고
    • Elastic settlement of a circular raft in adhesive contact with a transversely isotropic medium
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 691-711
    • Hooper, J.A.1
  • 14
    • 0026882897 scopus 로고
    • Some observations on the kinematic nature of soil stiffness
    • (1992) Soils Found , vol.32 , Issue.2 , pp. 111-124
    • Jardine, R.J.1
  • 16
  • 23
    • 84962876127 scopus 로고
    • Discussion: Stresses and displacements in a cross-anisotropic soil
    • (1970) Géotechnique , vol.20 , Issue.4 , pp. 456-458
    • Raymond, G.P.1
  • 26
    • 2142720179 scopus 로고
    • Discussion: Prediction of undrained deformations and pore pressures in weak clay under two embankments
    • (1973) Géotechnique , vol.23 , Issue.2 , pp. 294-301
    • Uriel, A.O.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.