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Volumn , Issue 145, 2006, Pages 255-267

Modelling of liquefaction-induced instability in pile

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL GEOMETRY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STABILITY;

EID: 29244455302     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (12)

References (13)
  • 1
    • 0017529034 scopus 로고
    • Theoretical study of lateral reaction mechanism of piles
    • London
    • Baguelin, F., Frank, R. and Said, Y. H. (1977). "Theoretical study of lateral reaction mechanism of piles." Géotechnique, London, 27(3), 405-434.
    • (1977) Géotechnique , vol.27 , Issue.3 , pp. 405-434
    • Baguelin, F.1    Frank, R.2    Said, Y.H.3
  • 3
    • 1942530714 scopus 로고    scopus 로고
    • An alternative mechanism of pile failure in liquefiable deposits during earthquakes
    • London
    • Bhattacharya, S., Madabhushi, S. P. G. and Bolton, M. D. (2004). "An alternative mechanism of pile failure in liquefiable deposits during earthquakes." Géotechnique, London, 54(3), 203-213.
    • (2004) Géotechnique , vol.54 , Issue.3 , pp. 203-213
    • Bhattacharya, S.1    Madabhushi, S.P.G.2    Bolton, M.D.3
  • 4
    • 10944263676 scopus 로고    scopus 로고
    • Pile foundations in liquefied and laterally spreading ground during earthquakes: Centrifuge experiments & analyses
    • Dept. of Civ. & Envir. Engrg, University of California, Davis, CA
    • Boulanger, R. W., Kutter, B. L., Brandenberg, S. J., Singh, P., and Chang, D. (2003). "Pile foundations in liquefied and laterally spreading ground during earthquakes: centrifuge experiments & analyses." Rep. No. UCD/CGM-03/01, Dept. of Civ. & Envir. Engrg, University of California, Davis, CA.
    • (2003) Rep. No. UCD/CGM-03/01
    • Boulanger, R.W.1    Kutter, B.L.2    Brandenberg, S.J.3    Singh, P.4    Chang, D.5
  • 6
    • 0019262099 scopus 로고
    • A fast incremental/iteration solution procedure that handles 'snap-through'
    • Crisfield, M. A. (1981). "A fast incremental/iteration solution procedure that handles 'snap-through'." Computers and Structures, Elsevier Science Ltd, 13, 55-62.
    • (1981) Computers and Structures, Elsevier Science Ltd , vol.13 , pp. 55-62
    • Crisfield, M.A.1
  • 9
    • 0000625857 scopus 로고
    • Shear modulus and damping in soils: Design equations and curves
    • ASCE
    • Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: design equations and curves." J. of Soil Mech. And Found. Div., ASCE, 98(7), 667-692.
    • (1972) J. of Soil Mech. and Found. Div. , vol.98 , Issue.7 , pp. 667-692
    • Hardin, B.O.1    Drnevich, V.P.2
  • 11
    • 0242709911 scopus 로고    scopus 로고
    • A new stored angular momentum earthquake actuator
    • T. Kimura, O. Kusakabe and J. Takemura, eds., Balkema, Rotterdam
    • Madabhushi, S. P. G., Schofield, A. N., and Lesley, S. (1998). "A new stored angular momentum earthquake actuator." Proc., Centrifuge '98, T. Kimura, O. Kusakabe and J. Takemura, eds., Balkema, Rotterdam, 111-116.
    • (1998) Proc., Centrifuge '98 , pp. 111-116
    • Madabhushi, S.P.G.1    Schofield, A.N.2    Lesley, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.