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Volumn 30, Issue 1, 2006, Pages 21-44

Visualization of material stiffness in geomechanics analysis

Author keywords

Constitutive models; Deep excavation; Glyph; Stiffness; Visualization

Indexed keywords

BOUNDARY VALUE PROBLEMS; COMPUTATIONAL GEOMETRY; EXCAVATION; GEOSYNTHETIC MATERIALS; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; SOIL TESTING; STIFFNESS; TENSORS;

EID: 29244480002     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.470     Document Type: Article
Times cited : (1)

References (28)
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    • Hashash YMA, Whittle AJ. Integration of modified cam clay model in non-linear finite element analysis. Computers and Geotechnics 1992; 14(2):59-83.
    • (1992) Computers and Geotechnics , vol.14 , Issue.2 , pp. 59-83
    • Hashash, Y.M.A.1    Whittle, A.J.2
  • 10
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    • Numerical implementation of a neural network based material model in finite element analysis
    • DOI: 10.1002/nme.905
    • Hashash YMA, Jung S, Ghaboussi J. Numerical implementation of a neural network based material model in finite element analysis. International Journal for Numerical Methods in Engineering 2004; 59(7):989-1005. DOI: 10.1002/nme.905
    • (2004) International Journal for Numerical Methods in Engineering , vol.59 , Issue.7 , pp. 989-1005
    • Hashash, Y.M.A.1    Jung, S.2    Ghaboussi, J.3
  • 22
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    • Comparison of some constitutive laws for soils under radially symmetric loading and unloading
    • Aachen, April
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    • (1979) Third International Conference on Numerical Methods in Geomechanics , pp. 1309-1323
    • Gudehus, G.1
  • 24
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    • On the generalized stress-strain behaviour of 'wet' clay
    • Heyman J (ed.). Cambridge University Press: Cambridge, England
    • Roscoe KH, Burland JB. On the generalized stress-strain behaviour of 'wet' clay. In Engineering Plasticity, Heyman J (ed.). Cambridge University Press: Cambridge, England, 1968; 535-609.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 27
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    • Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA
    • Hashash YMA. Analysis of Deep Excavations in Clay. Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA, 1992.
    • (1992) Analysis of Deep Excavations in Clay
    • Hashash, Y.M.A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.