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Volumn 38, Issue 1, 2001, Pages 16-28

Effect of microstructure on undrained behaviour of sands

Author keywords

Constitutive laws; Dilatancy; Fabric; Granular materials; Liquefaction; Plasticity; Sand

Indexed keywords


EID: 57249102964     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-088     Document Type: Article
Times cited : (68)

References (36)
  • 10
    • 0027387414 scopus 로고
    • Undrained response of loosely compacted sands during monotonic and cyclic compression tests
    • (1993) Géotechnique , vol.43 , Issue.1 , pp. 69-89
    • Konrad, J.-M.1
  • 13
    • 0005219963 scopus 로고    scopus 로고
    • Dilatancy characteristics of geomaterials
    • Deformation and progressive failure in geomaterials. IS-Nagoya'97. Edited by A. Asaoka, T. Adachi, and F. Oka. Elsevier, New York, U.S.A.
    • (1997) , pp. 899-906
    • Nakai, T.1
  • 16
    • 84996360032 scopus 로고
    • Initial fabrics and their relations to mechanical properties of granular material
    • (1972) Soils and Foundations , vol.12 , Issue.1 , pp. 17-36
    • Oda, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.