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Volumn 41, Issue 1, 2001, Pages 83-96

Characteristics of soils with low plasticity: Intermediate soil from Ishinomaki, Japan and lean clay from Drammen, Norway

Author keywords

In situ tests; Intermediate soil; Low plasticity; Residual effective stress; Sample quality; Unconfined compression strength; Undrained shear strength (IGC: C6)

Indexed keywords


EID: 0009660702     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.83     Document Type: Article
Times cited : (22)

References (20)
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  • 2
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  • 4
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  • 5
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    • Normalized undrained strength of clay in the normally consolidated state and in the field
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    • Hanzawa, H.1    Tanaka, H.2
  • 6
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    • Disturbance of the Bothkennar clay prior to laboratory testing
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  • 9
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    • Local, J. (1995): On the development of microstructure in collapsible soils, Lessons from the study recent sediments and artificial cementation, Genesis and Properties of Collapsible Soils, Kluwer Academic Publishers, 93-128.
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    • Local, J.1
  • 10
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    • (1996)
    • Lunne, T.1
  • 13
    • 0004167746 scopus 로고
    • Direct shear device newly developed
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  • 15
    • 24044433104 scopus 로고
    • Unconfined compression strength of soils of intermediate grading between sand and clay
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  • 16
    • 0028515329 scopus 로고
    • Vane shear strength of Japanese marine clays and applicability of Bjerrum's correction factor
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    • (1994) Soils and Foundations , vol.34 , Issue.3 , pp. 39-48
    • Tanaka, H.1
  • 17
    • 0002733823 scopus 로고    scopus 로고
    • Comparative study on sample quality using several types of samplers
    • Tanaka, H., Sharma, P., Tsuchida, T. and Tanaka, M. (1996): Comparative study on sample quality using several types of samplers, Soils and Foundations, 36 (2), 57-68.
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  • 18
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    • accepted
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  • 20
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.