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Volumn 48, Issue 3, 1998, Pages 427-431

Principle of axial shear apparatus

(1)  Molenkamp, F a  

a NONE

Author keywords

Anisotropy; Constitutive relations; Laboratory tests

Indexed keywords

ANISOTROPY; MATHEMATICAL MODELS; SHEAR DEFORMATION; SOIL MECHANICS; SOILS; STRESS ANALYSIS;

EID: 0032096357     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.3.427     Document Type: Article
Times cited : (13)

References (8)
  • 1
  • 2
    • 0020970877 scopus 로고
    • The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils
    • Hight, D. W., Gens, A. & Symes, M. J. (1983). The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. Géotechnique 33, No. 4, 355-383.
    • (1983) Géotechnique , vol.33 , Issue.4 , pp. 355-383
    • Hight, D.W.1    Gens, A.2    Symes, M.J.3
  • 4
    • 0018431335 scopus 로고
    • A new method of sampling in sensitive clays
    • Lefebvre, G. & Poulin, C. (1979). A new method of sampling in sensitive clays. Canadian Geotechnical Journal 16, No. 1, 226-233.
    • (1979) Canadian Geotechnical Journal , vol.16 , Issue.1 , pp. 226-233
    • Lefebvre, G.1    Poulin, C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.