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Volumn , Issue , 2004, Pages 217-222

Constitutive model update using observed field behavior

Author keywords

[No Author keywords available]

Indexed keywords

COMPLEX NETWORKS; CONSTITUTIVE MODELS; DEFORMATION; EXCAVATION; GEOMECHANICS; NUMERICAL MODELS; SOILS;

EID: 84986181759     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (15)
  • 2
    • 0025782169 scopus 로고
    • Knowledgebased modeling of material behaviour with neural networks
    • Ghaboussi, J., Garret, J. H., & Wu, X. (1991). “Knowledgebased 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
    • 0031917757 scopus 로고    scopus 로고
    • A new nested adaptive neural network for modeling of constitutive behaviour of materials
    • Ghaboussi, J., & Sidarta, D. (1998). “A new nested adaptive neural network for modeling of constitutive behaviour of materials.” Computer and Geotechnics, 22(1), 29-52.
    • (1998) Computer and Geotechnics , vol.22 , Issue.1 , pp. 29-52
    • Ghaboussi, J.1    Sidarta, D.2
  • 9
    • 0037828524 scopus 로고    scopus 로고
    • Systematic update of a deep excavation model using field performance data
    • Hashash, Y. M. A., Marulanda, C., Ghaboussi, J., & Jung, S. (2003). “Systematic update of a deep excavation model using field performance data.” Computers and Geotechnics, 30, 477-488.
    • (2003) Computers and Geotechnics , vol.30 , pp. 477-488
    • Hashash, Y.M.A.1    Marulanda, C.2    Ghaboussi, J.3    Jung, S.4
  • 10
    • 84928568275 scopus 로고
    • Studies of the influence of non-linear stressstrain characteristics in soil-structure interaction
    • Jardine, R. J., Potts, D. M., Fourie, A. B., & Burland, J. B. (1986). “Studies of the influence of non-linear stressstrain characteristics in soil-structure interaction.” Geotechnique, 36(3), 377-396.
    • (1986) Geotechnique , vol.36 , Issue.3 , pp. 377-396
    • Jardine, R.J.1    Potts, D.M.2    Fourie, A.B.3    Burland, J.B.4
  • 11
    • 0028508360 scopus 로고
    • Soil parameter determination for deep excavation analysis by optimization
    • Ou, C.Y., & Tang, Y. G. (1994). “Soil parameter determination for deep excavation analysis by optimization.” Journal of the Chinese Institute of Engineers, 17(5), 671-688.
    • (1994) Journal of the Chinese Institute of Engineers , vol.17 , Issue.5 , pp. 671-688
    • Ou, C.Y.1    Tang, Y.G.2
  • 12
    • 0014520060 scopus 로고
    • Advantages and limitations of the observational method in applied soil mechanics
    • Peck, R. B. (1969a). “Advantages and limitations of the observational method in applied soil mechanics.” Geotechnique, 19(1), 171-187.
    • (1969) Geotechnique , vol.19 , Issue.1 , pp. 171-187
    • Peck, R.B.1
  • 15
    • 0034745334 scopus 로고    scopus 로고
    • Indentification of soil parameters by inverse analysis
    • Zentar, R., Hicher, P. Y., & Moulin, G. (2001). “Indentification of soil parameters by inverse analysis.” Computer and Geotechnics, 28, 129-144.
    • (2001) Computer and Geotechnics , vol.28 , pp. 129-144
    • Zentar, R.1    Hicher, P.Y.2    Moulin, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.