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Volumn 37, Issue 5, 2000, Pages 1078-1088

Modelling glacial till under triaxial conditions using a BRICK soil model

Author keywords

BRICK model; Footing settlement; Glacial till; Stiffness; Strength

Indexed keywords

CLAY; FINITE ELEMENT METHOD; LIMESTONE; PILES; STIFFNESS; STRENGTH OF MATERIALS;

EID: 0034290378     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-032     Document Type: Article
Times cited : (27)

References (17)
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    • Been, K.1    Jeffries, M.G.2
  • 2
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J.B. 1990. On the compressibility and shear strength of natural clays. Géotechnique, 40(3): 329-378.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 3
    • 0018712811 scopus 로고
    • A natural compression law for soils (an advance on e - log p)
    • Butterfield, R. 1979. A natural compression law for soils (an advance on e - log p). Géotechnique, 29(4): 469-480.
    • (1979) Géotechnique , vol.29 , Issue.4 , pp. 469-480
    • Butterfield, R.1
  • 4
    • 0031104997 scopus 로고    scopus 로고
    • Measurement of local axial strains in triaxial tests using LVDTs
    • Cuccovillo, T., and Coop, M.R. 1997. Measurement of local axial strains in triaxial tests using LVDTs. Géotechnique, 47(1): 167-171.
    • (1997) Géotechnique , vol.47 , Issue.1 , pp. 167-171
    • Cuccovillo, T.1    Coop, M.R.2
  • 5
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis in limit design
    • Drucker, D.C., and Prager, W. 1952. Soil mechanics and plastic analysis in limit design. Quarterly of Applied Mathematics, 10: 157-165.
    • (1952) Quarterly of Applied Mathematics , vol.10 , pp. 157-165
    • Drucker, D.C.1    Prager, W.2
  • 6
    • 0343294036 scopus 로고
    • Settlement parameters of Dublin Black Boulder Clay
    • Farrell, E.R. 1989. Settlement parameters of Dublin Black Boulder Clay. Ground Engineering, 22(5): 33-35.
    • (1989) Ground Engineering , vol.22 , Issue.5 , pp. 33-35
    • Farrell, E.R.1
  • 10
  • 15
    • 0343729593 scopus 로고    scopus 로고
    • Ove Arup & Partners. London, U.K.
    • Ove Arup & Partners. 1996. Oasys: geotechnical programs manual. Ove Arup & Partners. London, U.K.
    • (1996) Oasys: Geotechnical Programs Manual
  • 16
    • 0027101168 scopus 로고
    • Retaining structures: Displacement and design: 32nd Rankine Lecture
    • Simpson, B. 1992. Retaining structures: displacement and design: 32nd Rankine Lecture. Géotechnique, 42(4): 541-576.
    • (1992) Géotechnique , vol.42 , Issue.4 , pp. 541-576
    • Simpson, B.1
  • 17


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.