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Volumn 2006, Issue , 2006, Pages 126-

Constitutive soil behavior representation via artificial neural networks: A shift from soil models to soil behavior data

Author keywords

[No Author keywords available]

Indexed keywords

SELF LEARNING; SOIL BEHAVIOR DATA; SOIL MODELS; STRESS STRAIN DATABASE;

EID: 33845684342     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40803(187)126     Document Type: Conference Paper
Times cited : (7)

References (12)
  • 2
    • 0025782169 scopus 로고
    • Knowledge-based modeling of material behaviour with neural networks
    • Ghaboussi, J., Garret, J. H., and Wu, X. (1991). "Knowledge-based modeling of material behaviour with neural networks." Journal of Engineering Mechanics Division, 117(1), 132-153.
    • (1991) Journal of Engineering Mechanics Division , vol.117 , Issue.1 , pp. 132-153
    • Ghaboussi, J.1    Garret, J.H.2    Wu, X.3
  • 4
    • 0037828524 scopus 로고    scopus 로고
    • Systematic update of a deep excavation model using field performance data
    • Hashash, Y. M. A., Marulanda, C., Ghaboussi, J., and Jung, S. (2003). "Systematic update of a deep excavation model using field performance data." Computers and Geotechnics, 30(6), 477-488.
    • (2003) Computers and Geotechnics , vol.30 , Issue.6 , pp. 477-488
    • Hashash, Y.M.A.1    Marulanda, C.2    Ghaboussi, J.3    Jung, S.4
  • 8
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of "wet" clay
    • J. Heyman, ed., Cambridge University Press, Cambridge, England
    • Roscoe, K. H., and Burland, J. B. (1968). "On the generalized stress-strain behaviour of "wet" clay." Engineering Plasticity, J. Heyman, ed., Cambridge University Press, Cambridge, England, 535-609.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 9
    • 0033862527 scopus 로고    scopus 로고
    • On self-learning finite element codes based on monitored response of structures
    • Shin, H. S., and Pande, G. N. (2000). "On self-learning finite element codes based on monitored response of structures." Computers and Geotechnics, 27(3), 161-178.
    • (2000) Computers and Geotechnics , vol.27 , Issue.3 , pp. 161-178
    • Shin, H.S.1    Pande, G.N.2
  • 10
    • 0031941646 scopus 로고    scopus 로고
    • Modelling constitutive behavior of materials from non-uniform material tests
    • Sidarta, D., and Ghaboussi, J. (1998a). "Modelling constitutive behavior of materials from non-uniform material tests." Computers and Geotechnics, 22(1), 53-71.
    • (1998) Computers and Geotechnics , vol.22 , Issue.1 , pp. 53-71
    • Sidarta, D.1    Ghaboussi, J.2
  • 12
    • 0028183942 scopus 로고
    • Formulation of MIT-E3 constitutive model for overconsolidated clays
    • Whittle, A. J., and Kavadas, M. J. (1994). "Formulation of MIT-E3 constitutive model for overconsolidated clays." Journal of Geotechnical Engineering, 120(1), 173-198.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.1 , pp. 173-198
    • Whittle, A.J.1    Kavadas, M.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.