메뉴 건너뛰기




Volumn 38, Issue 1, 2001, Pages 125-137

The effect of anisotropic elasticity on the yielding characteristics of overconsolidated natural clay

Author keywords

Anisotropy; Elasticity; Sampling; Stiffness; Suction; Yielding

Indexed keywords


EID: 57249092632     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-074     Document Type: Article
Times cited : (24)

References (22)
  • 3
    • 0027870669 scopus 로고
    • A critical state constitutive model for anisotropic soil
    • Predictive soil mechanics. Edited by G.T. Houlsby and A.N. Schofield. Thomas Telford Publications, London
    • (1993) , pp. 219-229
    • Davies, M.C.R.1    Newson, T.A.2
  • 16
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of 'wet' clay
    • Engineering plasticity. Edited by J. Heyman and F.A. Leckie. Cambridge University Press, New York
    • (1968) , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.