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Volumn 16, Issue 4, 1998, Pages 335-353

Undrained strength characteristics of an artificially cemented marine clay

Author keywords

Artificially cemented clay; Lime treated clay; Marine clay; Remolded clay; Skempton s pore water pressure parameters; Triaxial tests; Undrained strength

Indexed keywords

ADDITIVES; COASTAL ZONES; FAILURE ANALYSIS; LIME; PORE PRESSURE; SOIL TESTING; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS;

EID: 0032193486     PISSN: 1064119X     EISSN: 15210618     Source Type: Journal    
DOI: 10.1080/10641199809379976     Document Type: Article
Times cited : (31)

References (21)
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  • 2
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  • 5
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    • Determination of in-situ undrained strength of soft clay deposits
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    • Hanzawa, H.1    Kishida, T.2
  • 6
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    • Evaluation of design parameters for soft clays as related to geological stress history
    • Hanzawa, Hideo. 1989. Evaluation of design parameters for soft clays as related to geological stress history. Soils & Foundations 29(2):99-111.
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    • Hanzawa, H.1
  • 9
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    • Lee, C.Y.1    Poulos, H.G.2
  • 10
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    • Strength anisotropy and time effects of two sensitive clays
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    • Lo, K.Y.1    Morin, J.P.2
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    • Laboratory investigations on the lime stabilization of sensitive clays: Shear strength development
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  • 14
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    • Reaction products formed in lime stabilized marine clays
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  • 17
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    • The pore pressure coefficients, A and B
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  • 20
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    • Effect of aging of marine clay and its duplication by high temperature consolidation
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    • Tsuchida, T.1    Kobayashi, M.2    Mizukami, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.