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J-GLOBAL ID:202002257314551940   Reference number:20A0367320

Piled abutment responses in liquefied and laterally spreading ground

杭支持された橋台の側方流動地盤下の応答予測
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Issue: 44  Page: 44-61  Publication year: Dec. 2019 
JST Material Number: G0297C  ISSN: 1882-0239  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Substructure  ,  Earth pressure,dynamic properties of soil,stress and deformations of ground 
Reference (46):
  • Hamada, M., and O’Rourke, T. D. (1992). Case studies of liquefaction and lifeline performance during past earthquakes. Vol. 1: Japanese case studies. Technical report NCEER-92-0001, National Center for Earthquake Engineering Research, Buffalo, NY.
  • Federal Highway Administration (FHWA). (2011a).“Post-earthquake reconnaissance report on transportation infrastructure: Impact of the February 27, 2010, offshore Maule earthquake in Chile.” Publication No.FHWA-HRT-11-030, U.S. DOT, McLean, VA.
  • Geotechnical Extreme Events Reconnaissance (GEER). (2011). Geotechnical reconnaissance of the 2011 Christchurch, New Zealand earthquake, Report number GEER-027, DOI:10.18118/G68G65.
  • Abdoun, T., Dobry, R., O’Rourke, T. D., and Goh, S. H. (2003). ′′Pile response to lateral spreads: Centrifuge modeling.′′ J. Geotech. Geoenvironmental Eng., 10.1061/(ASCE)1090-0241(2003)1129:1010(1869).
  • 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 and analyses. Rep. UCD/CGM-03/01, Center for Geotechnical Modeling, University of California, Davis, CA.
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