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Volumn 37, Issue 4, 1997, Pages 47-56

Normalized behavior of very loose non-plastic soils: Effects of fabric

Author keywords

Fabric structure of soils; Liquefaction; Residual strength; Sandy soil, silt; Triaxial compression test (igc: D6, d3)

Indexed keywords


EID: 0000757611     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.37.4_47     Document Type: Article
Times cited : (192)

References (9)
  • 6
    • 33745537933 scopus 로고
    • Liquefaction and related phenomena," in Advanced Dam Engineering for Design, Construction, and Rehabilitation, Ed
    • Poulos, S. J. (1988): "Liquefaction and related phenomena," in Advanced Dam Engineering for Design, Construction, and Rehabilitation, Ed. Jansen, R. B., Van Nostrand Reinhold, New York, USA, pp. 292-320.
    • (1988) Jansen, R. B., Van Nostrand Reinhold, New York, USA, Pp. 292-320.
    • Poulos, S.J.1
  • 7
    • 0003591990 scopus 로고
    • Characterization of sandy soil behaviour under large deformation," Dr
    • Verdugo, R. (1992): "Characterization of sandy soil behaviour under large deformation," Dr. Eng. Thesis, Univ. of Tokyo.
    • (1992) Eng. Thesis, Univ. of Tokyo.
    • Verdugo, R.1
  • 8
    • 33745519444 scopus 로고
    • Behavior of Compacted Collapsible Soils Subjected to Water Infiltration," Dr
    • Yi, F. (1991): "Behavior of Compacted Collapsible Soils Subjected to Water Infiltration," Dr. Eng. Thesis, Univ. of Tokyo.
    • (1991) Eng. Thesis, Univ. of Tokyo.
    • Yi, F.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.